APPENDIX A: GUIDELINES FOR MEASUREMENT OF HARD ROCK MASS STRENGTH
Hard rock field description data sheet:
Location:
Sample:
Photo:
Easting:
Northing:
Slope height:
Elevation:
1) Weathering
1. Unweathered/ fresh
2. Slightly weathered
Slope length:
Date:
2) Color
1. Light
2. Dark
Waypoint:
Sheet: of
Sketch:
Accompany scanline:
3a) Bedding (inclination)
Sub-horizontal (0 - 5)
Gently inclined (6 - 15)
3b) Bedding (thickness)
Thinly laminated (< 2mm)
Laminated (2 - 6mm)
3. Yellow
Moderatley inclined (16 - 30)
Very thin (6 - 20mm)
5) Compressive Strength (Mpa)
4. Brown
Steeply inclined (31 - 60)
Thin (20 - 60mm)
R0 Extremely weak rock: compressive strength = 0.25-1.0
5. Olive
6. Green
Very steeply inclined (61 - 80)
Mod thin (60 - 200mm)
Sub-vertical (81 - 90)
Mod thick (0.2 0.6mm)
7. bluish
7. Blue
3c) Grain size
Thick (0.6 - 2m)
8. greyish
8. White
1. very coarse (>60 mm)
Very thick (> 2m)
9. Grey
10. Black
2. coarse (2-60 mm)
3d) Fabric
1. Fine fabric (< 25mm)
2. Coarse fabric (25 - 100mm)
R3 Medium strong rock: compressive strength = 20-50
3. Massive (No fabric observed)
R4 Strong rock: compressive strength = 50-100
1. pinkish
2. reddish
1.Pink
2. Red
3. Moderately weathered
3. yellowish
4. Highly weathered
4. brownish
5. Completely weathered
5. olive
6. Residual soil
6. greenish
6) General discont. desc.
Orientation:
Aperture:
Number of joint sets
3. medium (60µ to 2mm)
4. fine (2-60 µ)
Infilling:
1. Massive, occas random joints
5. very fine (<2 µ)
Roughness:
2. One joint set
Type:
3. One joint set plus random
1. Extremely close spacing
Persistence:
4. Two joint sets
2. Very close spacing (20-60mm)
2. Granular
Block shape
5. Two joint sets plus random
3. Close spacing (60-200mm)
3. Glassy
Comments
Joint spacing
Texture
(<20 mm)
1. massive
6. Three joint sets
4. Moderate spacing (200-600mm)
2. blocky
7. Three joint sets plus random
5. Wide spacing ( 600mm-2m)
3. tabular
8. Four or more joint sets
6. Very wide spacing (2-6m)
4. columnar
5. irregular
9. Crushed rock, earth-like
7. Extremely wide spacing (>6m)
Seepage (unfilled)
Seepage (filled)
6. crushed
1. Tight/dry, flow not appear possible
1. infill consolidated/dry, flow unlikely dt low perm
Block size
2. dry, no evidence of flow
2. infill damp no free water
3
1. Very large blocks (<1.0 j/m )
3. dry, evidence of flow (rust staining)
3. infill wet, occasional drip
2. Large blocks (1-3)
4. damp, no free water
4. cont. flow with outwash (l/min)
3. Medium-sized blocks (3-10)
5. occasional drips, not contin
5. washed out locally (l/min & pressure)
4. Small blocks (10-30)
5. Very small blocks (>30)
6. contin flow (l/min & pressure)
6. washed out completely (l/min & pressure)
Igneous rocks
Grain size
Aphanitic (minerals not visible to naked eye)
Phaneritic (minerals visible to naked eye)
Texture
Porphyritic (lge phenocrysts enclosed in fine grained matrix)
Aphyric (no phenocrysts present)
Glomeroporphyritic (phenocrysts grouped in clusters)
1. Crystalline
4) ROCK NAME
point load = <1
R1 Very weak rock: compressive strength = 1.0-5.0
point load = <1
R2 Weak rock: compressive strength = 5.0-20
point load = <1
point load = 1-2
point load = 2-5
R5 Very strong rock: compressive strength = 100-250
point load = 5-10
R6 Extremely strong rock: compressive strength = >250
point load = >10
APPENDIX A
Definition of hard rock field description terms.
Type
Persistence
0.
1.
2.
3.
4.
5.
6.
7.
8.
9.
1. Very low
persistence
2. Low
persistence
3. Medium
persistence
4. High
persistence
5. Very high
persistence
Fault zone
Fault
Joint
Cleavage
Schistocity
Shear
Fissure
Tension crack
Foliation
Bedding
<1m
1-3 m
3-10 m
10-20 m
>20 m
Water flow (open)
0. Discontinuity is very tight & dry,
water flow along it does not
appear possible.
1. The discontinuity is dry with no
evidence of water flow.
2. The discontinuity is dry but
shows evidence of water flow
i.e. rust staining etc.
3. The discontinuity is damp but
no free water is present.
4. The discontinuity shows
seepage, occasional drops of
water, but no continuous flow.
5. The discontinuity shows a
continuous flow of water
(estimate 1/mm & describe
pressure, i.e. low, med, high).
Aperture/width
Nature of filling
Compressive strength of infilling (MPa)
1. Very tight (<0.1 mm)
2. Tight (0.1-0.25 mm)
3. Partly open (0.25-0.5 mm)
4. Open (0.5-2.5 mm)
5. Moderately wide (2.5-10 mm)
6. Wide (>10 mm)
7. Very wide (1-10 cm)
8. Extremely wide (10-100 cm)
9. Cavernous (>1 m)
1.
2.
3.
4.
5.
6.
7.
8.
S1 Very soft clay
S2 Soft clay
S3 Firm clay
S4 Stiff clay
S5 Very stiff clay
S6 Hard clay
R0 Extremely weak rock
R1 Very weak rock
R2 Weak rock
R3 Medium strong rock
R4 Strong rock
R5 Very strong rock
R6 Extremely strong rock
Water flow (filled)
6. The filling materials are heavily
consolidated & dry; significant
flow appears unlikely due to
very low permeability.
7. The filling materials are damp,
but no free water is present.
8. The filling materials are wet;
occasional drops of water.
9. The filling materials show signs
of outwash, continuous flow of
water (estimate litres/min).
10. The filling materials are washed
Out locally; considerable water
flow along out-wash channels
(estimate litres/min & describe
pressure, i.e. low, med, high).
Clean
Surface staining
Non-cohesive
Inactive clay or clay matrix
Swelling clay or clay matrix
Cemented
Chlorite, talc or gypsum
Other – specify
<0.025
0.025-0.05
0.05-0.10
0.10-0.25
0.25-0.50
>0.50
0.25-1.0
1.0-5.0
5.0-25
25-50
50-100
100-250
>250
Termination
Weathering
0. Neither end visible
1. One end visible
2. Both ends visible
UW. Rock mass shows no loss of strength,
discoloration or other effects due to
weathering. Maybe slight discolouration
on major discontinuity surfaces
SW. Rock mass is not significantly weaker
than when unweathered. All the rock
material may be discoloured (on joint
surfaces too) and may be somewhat
weaker externally than in its fresh
condition. Some joints may have
opened slightly.
MW. The rock mass is significantly weaker
than the fresh part of the rock and less
than half the rock material is
decomposed and /or disintegrated to a
soil. Rock material maybe discolored
and defect/clast surfaces will have
greater discoloration which penetrates
slightly into the rock material.
HW. More than half of the rock material is
decomposed and/or disintegrated to a
soil. Rock material maybe discoloured
and defect/clast surfaces will have
greater discoloration which penetrates
deeply into the rock material.
CW. All rock material is decomposed and/or
disintegrated to soil. The original mass
structure/fabric is still largely intact.
RS. All rock material is converted to soil.
The mass structure and fabric are
destroyed.
Surface roughness; shape
1.
2.
3.
4.
5.
6.
7.
8.
9.
Rough; stepped
Smooth; stepped
Slickensided; stepped
Rough; undulating
Smooth; undulating
Slickensided; undulating
Rough; planar
Smooth; planar
Slickensided; planar
Block shape
Strength
Massive. few joints or very widely spaced
Blocky. approximately equidimensional
Tabular. one dimension considerably
smaller than the other two
Columnar. One dimension considerably
longer than the other two.
Irregular. Wide variations of block size
and shape.
Crushed. Heavily jointed.
R6.Extremely strong - can only be chipped with a geological hammer.
R5.Very strong
- requires many blows of a geological hammer to fracture rock.
R4.Strong
- requires more than one blow to fracture rock.
R3.Medium strong - single firm blow of geological hammer will fracture rock.
Rock cannot be peeled or scrapped
R2.Weak
- shallow indentations made by firm blows with point of geological
hammer. Rock can be peeled with difficulty.
R1.Very weak
- crumbles under firm blows with points of geological hammer.
Can be peeled by a pocket knife.
R0.Extremely weak – Indented by thumb nail.
APPENDIX B: SCANLINE SURVEY OUTLINE
Location:
Sample:
Easting:
Photo:
Waypoint:
Northing:
Elevation:
Date:
Sheet :
Nature and orientation of discontinuities
Joint
Distance
(m)
No.
Type
Major/
random joint
Dip
Dip
Direction
(i.e. 297)
1
2
3
4
5
6
7
8
9
10
Definition of terms in Appendix A.
Persistence
Termination Aperture
U/L
Nature of
infill
Strength of Surface
infill
roughness
Water flow
Remarks
APPENDIX C: GUIDELINES FOR MEASUREMENT OF SOFT ROCK MASS STRENGTH
Soft rock field description data sheet (coarse soil):
Location:
Sample:
Photo:
Easting:
Northing:
Slope height:
Elevation:
Slope length:
Date:
Waypoint:
Sheet: of
Sketch:
Accompany scanline:
Classification
1) Soil group 2) Proportions of particle sizes
3) Max. Particle size
(mm)
6) Particle weathering & strength
7) Other material
1. Coarse
1. Sand % -
2. Fine
2. Gravel % -
3. Organic
3. Cobbles % 4. Boulders % -
4) Grading
1. Well graded
5) Particle shape
1. Rounded
Major:
2. Poorly graded - uniform
2. Sub-rounded
Subordinate:
Minor:
3. Poorly graded - gap
3. Sub-angular
4. Angular
4. brownish
5. olive
4. Brown
5. Olive
Equidimensional
Flat &/or
Elongated
Irregular
6. greenish
7. bluish
8. greyish
6. Green
7. Blue
8. White
8) Color
9) Geological information (minerals, parent rock, geological unit)
1. Light
2. Dark
1. pinkish
1.Pink
2. reddish
2. Red
3. yellowish
3. Yellow
9. Grey
10. Black
Undisturbed characteristics
1) Relative density
1. Loosely packed or 'Very loose'
'Loose'
'Medium dense'
'Dense'
5. Tightly packed or 'Very Dense'
Inverted commas indicate no testing to support assigned
term.
2) Structure
1. Homogenous
2. Bedded
3. Fissured
4. Polished
5. Slickensided
6. Blocky
7. Lensoidal
3) Moisture condition
1. Dry
2. Moist
3. Wet
4. Saturated
Additional comments
4) Lithology
APPENDIX C
Soft rock field description data sheet (fine soil):
Location:
Sample:
Photo:
Easting:
Northing:
Slope height:
Elevation:
Slope length:
Date:
Waypoint:
Sheet: of
Sketch:
Accompany scanline:
Classification
1) Soil group 2) Proportions of particle sizes
1. Coarse
2. Fine
3. Organic
1. Clay % 2. Silt % 3. Other % -
3) Plasticity
1. High
2. Low
Major:
Subordinate:
Minor:
4) Color
1. Light
2. Dark
5) Geological information
1. pinkish
2. reddish
1.Pink
2. Red
3. yellowish
4. brownish
5. olive
6. greenish
7. bluish
8. greyish
3. Yellow
4. Brown
5. Olive
6. Green
7. Blue
8. White
9. Grey
10. Black
Undisturbed characteristics
2) Structure
1. Homogenous
2. Bedded
3. Fissured
3. Firm
4. Polished
4. Stiff
5. Slickensided
5. Very stiff
6. Blocky
6. Hard
7. Lensoidal
1) Soil strength
1. Very soft
2. Soft
3) Moisture condition
1. Dry
2. Moist
3. Wet
4. Saturated
Additional comments
4) Granular soil (gravel/sand)
Cohesive soil (silt/clay)
APPENDIX C
Definition of soft rock field description terms.
Grading
1. Well graded - a good representation of all particle sizes from largest to smallest.
2. Poorly graded (uniformly) - most particles about the same size.
3. Poorly graded (gap) - absence of one or more intermediate sizes within what otherwise would be a well graded material.
Relative density
1. Loosely packed - can be removed from exposures by hand or removed easily by shovel.
2. Tightly packed - required a pick for removal, either as lumps or as disaggregated material.
Very dense, dense, medium dense, loose, and very loose should be written in inverted commas when used without test results.
Structures
1. Homogeneous - the total lack of visible bedding and the same colour and appearance throughout.
2. Bedding - the presence of layers
3. Fissured - breaks along definite planes of fracture with little resistance to fracturing.
4. Polished - fracture planes are polished or glossy.
5. Slickensided - fracture planes are striated.
6. Blocky - cohesive soil that can be broken down into small angular lumps which resist further breakdown.
7. Lensoidal - discontinuous pockets of a soil within a different soil mass.
Moisture condition
1. Dry - looks and feels dry. Runs freely through hands (granular soil); hard, powdery or friable (cohesive soil).
2. Moist - feels cool, darkened in colour. Tends to cohere (granular soil); weakened by moisture but no free water on hands
when remoulding (cohesive soil).
3. Wet - feels cool, darkened in colour. Tends to cohere (granular soil); weakened by moisture free water on hands when
remoulding (cohesive soil).
4. Saturated - feels cool, darkened in colour and free water is present on the sample.
Plasticity
1. High - can be moulded or deformed over a wide moisture content range, without cracking or showing any tendency to
volume change. It also shows no trace of “quick” or dilatant behaviour. Highly plastic clays will become ‘rock hard’ when dry,
2. Low - can be crumbled in the fingers when dry.
Soil Strength
1. Very soft - easily exudes between fingers.
2. Soft easily - indented by fingers.
3. Firm - indented by strong finger pressure and can be indented by thumb pressure.
4. Stiff - cannot be indented by thumb pressure.
5. Very stiff - can be indented by thumb nail.
6. Hard - difficult to indent by thumb nail.
APPENDIX D: METHOD FOR CALCULATING UNCORRECTED
AND CORRECTED POINT LOAD STRENGTH
Methodology after Franklin (1985).
The uncorrected point load strength, Is, is given by:
P/De2
where: De is the “equivalent core diameter”, given by:
D = 4A/π for the cut block test,
and
A = WD = minimum cross
sectional area of a plane
through the platen contact
points
Is varies with De, so a size correction must be applied to obtain a unique point load
strength value for the rock sample.
The corrected point load strength index is Is(50) is defined as the value of that would
have been by a diametral test with D = 50 mm. This involves a correction factor, F,
determined from:
F = De/50)0.45
This correction factor was then multiplied with the load at failure (P) and the
equivalent core diameter:
Is(50) = F (P/De2)
APPENDIX E: METHOD FOR CALCULATING THE MAGNITUDE
OF NORMAL STRESS FOR DIRECT SHEAR TESTS
Methodology after Selby (1993).
The magnitude of the normal stress is calculated as follows:
σn = γz
where:
σn = normal stress (N m-2 or Pa);
γ = unit weight of soil at field moisture (N m-3); and
Z = depth to shear plane (m).
The normal stress must be converted to a normal force by:
normal force = γz.A
where:
A = cross-sectional area of sample (m2).
The mass required to produce this force is given by:
normal force
γ z.A
mass = gravitational acceleration =
g
This mass is equivalent to the in situ overburden stress for the material in question.
Several samples must be tested, each at a different normal stress. Ideally these normal
stresses should bracket the one calculated above.
APPENDIX F: ROCK MASS DESCRIPTIONS OF HARD AND SOFT
ROCKS
Hard rocks
Rock mass field description data sheet: 20_03_04
Location: Summit 4wd track, right at fork, by rock roundabout at end of track. Hydrothermally altered? andesite similar to that of waypt 40 20 m prior.
Sample: 20_03_07
Photo: 20_03_07 - 08; merge 20_03_05 - 06
Easting:2837944
Northing: 6337078
1) Weathering
1. Unweathered/ fresh
2. Slightly weathered
2) Color
1. Light
2. Dark
Elevation: 773m
Slope height: 5m
Date: 20/03/06
Slope length: 10m
Sheet:1 of 1
Waypoint: same as waypoint 4
Sketch: no
3a) Bedding (inclination)
Sub-horizontal (0 - 5)
Gently inclined (6 - 15)
Accompany scanline: 20_03_01
3b) Bedding (thickness)
Thinly laminated (< 2mm)
Laminated (2 - 6mm)
1. pinkish
2. reddish
1.Pink
2. Red
3. Moderately weathered
3. yellowish
3. Yellow
4. Highly weathered
4. brownish
4. Brown
Not
Steeply applicable
inclined (31 - 60)
5. Completely weathered
5. olive
Mod thin (60 - 200mm)
6. greenish
5. Olive
6. Green
Very steeply inclined (61 - 80)
6. Residual soil
Sub-vertical (81 - 90)
Mod thick (0.2 0.6mm)
6) General discont. desc.
7. bluish
7. Blue
3c) Grain size
Thick (0.6 - 2m)
8. greyish
8. White
1. very coarse (>60 mm)
Very thick (> 2m)
9. Grey
10. Black
2. coarse (2-60 mm)
3d) Fabric
Orientation: 299/60; 250/75; 166/40
Aperture: 6
Infilling: Soil, scoriaceous gravel,
loose blocks, talus
Roughness: 1
Type: J
Persistence: 2
Block shape
1. massive
2. blocky
3. tabular
4. columnar
5. irregular
6. crushed
Block size
3
1. Very large blocks (<1.0 j/m )
2. Large blocks (1-3)
3. Medium-sized blocks (3-10)
4. Small blocks (10-30)
5. Very small blocks (>30)
Moderatley inclined (16 - 30)
Number of joint sets
1. Massive, occas random joints
2. One joint set
3. One joint set plus random
4. Two joint sets
5. Two joint sets plus random
6. Three joint sets
7. Three joint sets plus random
8. Four or more joint sets
9. Crushed rock, earth-like
3. medium (60µ to 2mm)
4. fine (2-60 µ)
5. very fine (<2 µ)
Joint spacing
1. Extremely close spacing (<20 mm)
2. Very close spacing (20-60mm)
3. Close spacing (60-200mm)
4. Moderate spacing (200-600mm)
5. Wide spacing ( 600mm-2m)
6. Very wide spacing (2-6m)
7. Extremely wide spacing (>6m)
Seepage (unfilled)
Seepage (filled)
1. tight/dry, flow not appear possible
1. infill consolidated/dry, flow unlikely dt low perm
2. dry, no evidence of flow
2. infill damp no free water
3. dry, evidence of flow (staining)
3. infill wet, occasional drip
4. damp, no free water
4. cont. flow with outwash (l/min)
5. seepage/drips, not continuous
6. contin flow (l/min & pressure)
5. washed out locally (l/min & pressure)
6. washed out completely (l/min & pressure)
Not
Thin (20applicable
- 60mm)
Altered andesite
Very thin (6 - 20mm)
5) Compressive Strength (Mpa)
R0 Extremely weak rock: compressive strength = 0.25-1.0
point load = <1
R1 Very weak rock: compressive strength = 1.0-5.0
point load = <1
R2 Weak rock: compressive strength = 5.0-20
point load = <1
1. Fine fabric (< 25mm)
2. Coarse fabric (25 - 100mm)
3. Massive (No fabric observed)
Texture
1. Crystalline
2. Granular
3. Glassy
R3 Medium strong rock: compressive strength = 20-50
point load = 1-2
R4 Strong rock: compressive strength = 50-100
point load = 2-5
R5 Very strong rock: compressive strength = 100-250
point load = 5-10
R6 Extremely strong rock: compressive strength = >250
point load = >10
Comments
Outcrop face: 300/80
Grain size: 80%/200%:medium/coarse. .
Schmidt: quite difficult to measure due to rock material shattering. 19, 13, 14, 19, 13,
20, 11, 13, 16, 15, 13, 16, 18, 16, 13, 14, 13, 17, 18, 15.
Discontinuity surface weathering: low
Texture
Porphyritic (lge phenocrysts enclosed in fine grained matrix)
Aphyric (no phenocrysts present)
Glomeroporphyritic (phenocrysts grouped in clusters)
Igneous rocks
Grain size
Aphanitic (minerals not visible to naked eye)
Phaneritic (minerals visible to naked eye)
4) ROCK NAME
.
Rock mass field description data sheet: 20_02_02 (point load samples)
Location: Summit 4wd track between second switchback and fork, indurated andesitic outcrop.
Sample: 20_02_02
Easting: 2837755
Photo: 20_02_03, 20_02_04
Northing: 6337062
1) Weathering
1. Unweathered/ fresh
2. Slightly weathered
2) Color
1. Light
2. Dark
Slope height: 3.5m
Elevation: 732m
Slope length: 5m
Date: 20/02/06
1. pinkish
2. reddish
1.Pink
2. Red
3. Moderately weathered
3. yellowish
3. Yellow
4. Highly weathered
4. brownish
4. Brown
Sheet: 1 of 1
Waypoint: 12
Sketch: No
Accompany scanline: 20_02_02
3a) Bedding (inclination)
Sub-horizontal (0 - 5)
Gently inclined (6 - 15)
3b) Bedding (thickness)
Thinly laminated (< 2mm)
Laminated (2 - 6mm)
Not
Steeply inclined
(31 - 60)
applicable
Very thin (6 - 20mm)
R0 Extremely weak rock: compressive strength = 0.25-1.0
Very steeply inclined (61 - 80)
Not
Mod thinapplicable
(60 - 200mm)
5) Compressive Strength (Mpa)
Thin (20 - 60mm)
Sub-vertical (81 - 90)
Mod thick (0.2 0.6mm)
R1 Very weak rock: compressive strength = 1.0-5.0
Moderatley inclined (16 - 30)
5. Completely weathered
5. olive
6. Residual soil
6. greenish
5. Olive
6. Green
6) General discont. desc. (refer
scanline for further details)
7. bluish
7. Blue
3c) Grain size
Thick (0.6 - 2m)
8. greyish
8. White
1. very coarse (>60 mm)
Very thick (> 2m)
9. Grey
10. Black
2. coarse (2-60 mm)
3d) Fabric
Orientation: 230/70; 120/65; 110/30
Aperture: 6
Infilling: open, gravel, roots
Roughness: 5
Type: J
Persistence: 2
Block shape
1. massive
2. blocky
3. tabular
4. columnar
5. irregular
6. crushed
Block size
3
1. Very large blocks (<1.0 j/m )
2. Large blocks (1-3)
3. Medium-sized blocks (3-10)
4. Small blocks (10-30)
5. Very small blocks (>30)
Number of joint sets
1. Massive, occas random joints
2. One joint set
3. One joint set plus random
4. Two joint sets
5. Two joint sets plus random
6. Three joint sets
7. Three joint sets plus random
8. Four or more joint sets
9. Crushed rock, earth-like
3. medium (60µ to 2mm)
4. fine (2-60 µ)
5. very fine (<2 µ)
Joint spacing
1. Extremely close spacing (<20 mm)
2. Very close spacing (20-60mm)
3. Close spacing (60-200mm)
4. Moderate spacing (200-600mm)
5. Wide spacing ( 600mm-2m)
6. Very wide spacing (2-6m)
7. Extremely wide spacing (>6m)
Seepage (unfilled)
Seepage (filled)
1. Tight/dry, flow not appear possible
1. infill consolidated/dry, flow unlikely dt low perm
2. dry, no evidence of flow
3. dry, evidence of flow (staining)
2. infill damp no free water
3. infill wet, occasional drip
4. damp, no free water
4. cont. flow with outwash (l/min)
5. Seepage/drips, not continuous
5. washed out locally (l/min & pressure)
6. contin flow (l/min & pressure)
6. washed out completely (l/min & pressure)
Igneous rocks
Grain size
Aphanitic (minerals not visible to naked eye)
Phaneritic (minerals visible to naked eye)
1. Fine fabric (< 25mm)
2. Coarse fabric (25 - 100mm)
3. Massive (No fabric observed)
Texture
1. Crystalline
2. Granular
3. Glassy
Comments
4) ROCK NAME
Indurated andesite
point load = <1
point load = <1
R2 Weak rock: compressive strength = 5.0-20
point load = <1
R3 Medium strong rock: compressive strength = 20-50
point load = 1-2
R4 Strong rock: compressive strength = 50-100
point load = 2-5
R5 Very strong rock: compressive strength = 100-250
point load = 5-10
R6 Extremely strong rock: compressive strength = >250
point load = >10
Grain size is moslty 3 (70%) with a little 2 (30%).
Seepage filled maybe damp from recent rain night before.
Colour: no pinkish tinge as seen in some samples.
Shiny fine (1mm) black phenocrysts.
Schmidt hammer results: 24, 40, 30, 39, 36, 41, 48, 36, 30, 26, 41, 43, 30, 41, 36, 26,
34, 41, 46, 34, 28, 42, 40, 42, 36, 32, 43, 44, 45, 36, 43, 45, 38, 27, 48, 37, 32, 44, 50,
Discontinuity surface weathering: low
Outcrop face: 220/70
Texture
Porphyritic (lge phenocrysts enclosed in fine grinaed matrix)
Aphyric (no phenocrysts present)
Glomeroporphyritic (phenocrysts grouped in clusters)
APPENDIX F
Rock mass field description data sheet: 26_02_01 (point load samples)
Location: Putauaki rd-Mckee rd intersection, right at first fork (towards water supply), right again, indurated andesitic outcrop. Accessed via mt bike.
Sample: 26_02_01
Easting: 2837039
Photo: 26_02_06 (scoriaceous layer); 05_06_05-07, 08-10 (scanline)
Northing: 6336242
Elevation: 279m
2) Color
1. Light
2. Dark
1) Weathering
1. Unweathered/ fresh
2. Slightly weathered
Date: 26/02/06
1. pinkish
2. reddish
1.Pink
2. Red
3. Moderately weathered
3. yellowish
3. Yellow
4. Highly weathered
4. brownish
5. Completely weathered
6. Residual soil
6) General discont. desc. (refer
scanline for further details)
Slope height: 10m
Sheet: 1 of 1
Sketch: No
3a) Bedding (inclination)
Sub-horizontal (0 - 5)
Gently inclined (6 - 15)
Slope length: 14m
Waypoint: 26
Accompany scanline: 26_02_01
3b) Bedding (thickness)
Thinly laminated (< 2mm)
Laminated (2 - 6mm)
4) ROCK NAME
Indurated andesite
4. Brown
Not
Moderatley inclined (16 - 30)
Steeplyapplicable
inclined (31 - 60)
Not
Very thin (6 - 20mm)
applicable
Thin (20
- 60mm)
R0 Extremely weak rock: compressive strength = 0.25-1.0
5. olive
6. greenish
5. Olive
6. Green
Very steeply inclined (61 - 80)
Sub-vertical (81 - 90)
Mod thin (60 - 200mm)
Mod thick (0.2 0.6mm)
R1 Very weak rock: compressive strength = 1.0-5.0
7. bluish
7. Blue
8. White
3c) Grain size
Thick (0.6 - 2m)
1. very coarse (>60 mm)
Very thick (> 2m)
2. coarse (2-60 mm)
3d) Fabric
3. medium (60µ to 2mm)
1. Fine fabric (< 25mm)
8. greyish
9. Grey
10. Black
Orientation: 300/85; 230/70; 124/60;
distinct random joints
Number of joint sets
1. Massive, occas random joints
Roughness: 5/8
Type: J
Persistence: 3
Block shape
1. massive
2.
3.
4.
5.
6.
4. fine (2-60 µ)
5. very fine (<2 µ)
2. blocky
3. tabular
4. columnar
7. Three joint sets plus random
8. Four or more joint sets
9. Crushed rock, earth-like
5. irregular
6. crushed
Seepage (unfilled)
1. Tight/dry, flow not appear possible
Seepage (filled)
1. infill consolidated/dry, flow unlikely dt low perm
Block size
1. Very large blocks (<1.0 j/m3)
2. Large blocks (1-3)
3. Medium-sized blocks (3-10)
4. Small blocks (10-30)
5. Very small blocks (>30)
2. dry, no evidence of flow
2. infill damp no free water
Joint spacing
1. Extremely close spacing (<20 mm)
2. Very close spacing (20-60mm)
3. Close spacing (60-200mm)
4. Moderate spacing (200-600mm)
One joint set plus random
Two joint sets
Two joint sets plus random
Three joint sets
5. Wide spacing ( 600mm-2m)
6. Very wide spacing (2-6m)
7. Extremely wide spacing (>6m)
3. dry, evidence of flow (staining)
3. infill wet, occasional drip
4. damp, no free water
4. cont. flow with outwash (l/min)
5. Seepage/drips, not continuous
6. contin flow (l/min & pressure)
5. washed out locally (l/min & pressure)
6. washed out completely (l/min & pressure)
Igneous rocks
Grain size
Aphanitic (minerals not visible to naked eye)
Phaneritic (minerals visible to naked eye)
point load = <1
point load = <1
R2 Weak rock: compressive strength = 5.0-20
point load = <1
R3 Medium strong rock: compressive strength = 20-50
2. Coarse fabric (25 - 100mm)
point load = 1-2
3. Massive (No fabric observed) R4 Strong rock: compressive strength = 50-100
Aperture: 7
Infilling: gravel, sand, roots, open
One joint set
5) Compressive Strength (Mpa)
Texture
1. Crystalline
2. Granular
3. Glassy
point load = 2-5
R5 Very strong rock: compressive strength = 100-250
point load = 5-10
R6 Extremely strong rock: compressive strength = >250
point load = >10
Comments
Grain size approximately 50% (3) and 50% (2).
Seepage (filled) damp as moss present.
Schmidt hammer results: 36, 32, 30, 28, 26, 24, 26, 27, 50, 48, 44, 41, 41, 45, 42, 42,
43, 44, 45, 41. Avg = 37.75.
Outcrop face: 300/85
Discontinuity surface weathering: low
Texture
Porphyritic (lge phenocrysts enclosed in fine grinaed matrix)
Aphyric (no phenocrysts present)
Glomeroporphyritic (phenocrysts grouped in clusters)
Rock mass field description data sheet: 27_02_01
Location: Summit 4wd track, indurated andesitic outcrop between first and second switchback.
Sample: 27_02_01
Easting: 2838177
Photo: 27_02_01, 02
Northing: 6336590
1) Weathering
1. Unweathered/ fresh
2. Slightly weathered
3. Moderately weathered
Slope height: 7m
Elevation: 467m
2) Color
1. Light
2. Dark
Slope length: 7m
Date: 27/02/06
Waypoint: 28
Sheet: 1 of 1
Sketch: No
3a) Bedding (inclination)
Sub-horizontal (0 - 5)
Gently inclined (6 - 15)
Moderatley inclined (16 - 30)
Accompany scanline: no
3b) Bedding (thickness)
Thinly laminated (< 2mm)
Laminated (2 - 6mm)
Very thin (6 - 20mm)
1. pinkish
2. reddish
3. yellowish
1.Pink
2. Red
3. Yellow
4. brownish
4. Brown
Not
Steeply applicable
inclined (31 - 60)
5. Completely weathered
5. olive
Mod thin (60 - 200mm)
6. greenish
5. Olive
6. Green
Very steeply inclined (61 - 80)
6. Residual soil
Sub-vertical (81 - 90)
Mod thick (0.2 0.6mm)
6) General discont. desc.
7. bluish
7. Blue
3c) Grain size
Thick (0.6 - 2m)
Orientation: 234/76; 142/75; 022/70;
100/55
8. greyish
8. White
1. very coarse (>60 mm)
Very thick (> 2m)
9. Grey
10. Black
2. coarse (2-60 mm)
4. Highly weathered
Aperture: max 6, mostly 3, min 1
Infilling: Grit, open, individual grains Number of joint sets
1. Massive, occas random joints
of parent material
Roughness: 4
2. One joint set
Type: J
3. One joint set plus random
Persistence: 2 (vegetation ltd)
4. Two joint sets
Block shape
5. Two joint sets plus random
1. massive
6. Three joint sets
2. blocky
7. Three joint sets plus random
3. tabular
8. Four or more joint sets
4. columnar
9. Crushed rock, earth-like
5. irregular
Seepage (unfilled)
1. Tight/dry, flow not appear possible
6. crushed
Block size
2. dry, no evidence of flow
3. dry, evidence of flow (staining)
1. Very large blocks (<1.0 j/m3)
2. Large blocks (1-3)
4. damp, no free water
3. Medium-sized blocks (3-10)
5. Seepage/ drips, not continuous
6. contin flow (l/min & pressure)
4. Small blocks (10-30)
5. Very small blocks (>30)
Igneous rocks
Texture
Grain size
Aphanitic (minerals not visible to naked eye)
Phaneritic (minerals visible to naked eye)
3. medium (60µ to 2mm)
4. fine (2-60 µ)
5. very fine (<2 µ)
Joint spacing
1. Extremely close spacing (<20 mm)
2. Very close spacing (20-60mm)
3. Close spacing (60-200mm)
4. Moderate spacing (200-600mm)
5. Wide spacing ( 600mm-2m)
6. Very wide spacing (2-6m)
7. Extremely wide spacing (>6m)
Not
Thin (20applicable
- 60mm)
3d) Fabric
1. Fine fabric (< 25mm)
2. Coarse fabric (25 - 100mm)
3. Massive (No fabric observed)
Texture
1. Crystalline
2. Granular
3. Glassy
4) ROCK NAME
Indurated andesite
5) Compressive Strength (Mpa)
R0 Extremely weak rock: compressive strength = 0.25-1.0
point load = <1
R1 Very weak rock: compressive strength = 1.0-5.0
point load = <1
R2 Weak rock: compressive strength = 5.0-20
point load = <1
R3 Medium strong rock: compressive strength = 20-50
point load = 1-2
R4 Strong rock: compressive strength = 50-100
point load = 2-5
R5 Very strong rock: compressive strength = 100-250
point load = 5-10
R6 Extremely strong rock: compressive strength = >250
Comments
point load = >10
Weathering: rock is strong but the joints are open allowing pieces of rock to easily
dislodge.
Colour: pinkish tinge in places.
Shiny small (1mm) black phenocrysts.
Seepage (filled)
1. infill consolidated/dry, flow unlikely dt low perm
Grain size: 80/20 medium/coarse. White feldspathic? phenocrysts coarse.
2. infill damp no free water
Joint spacing closer to 600mm.
3. infill wet, occasional drip
Discontinuity surface weathering: low
4. cont. flow with outwash (l/min)
Schmidt hammer: 28, 24, 29, 32, 29, 30, 30, 28, 26, 25, 26, 28, 34, 30, 32, 29, 29, 26,
5. washed out locally (l/min & pressure)
28, 30. Avg = 28.65.
6. washed out completely (l/min & pressure)
Outcrop face: 110/80
Seepage (filled) damp due to moss?
Porphyritic (lge phenocrysts enclosed in fine grinaed matrix)
Aphyric (no phenocrysts present)
Glomeroporphyritic (phenocrysts grouped in clusters)
APPENDIX F
Rock mass field description data sheet: 27_02_02
Location: Summit 4wd track, indurated andesitic outcrop, after waypt 28 between first and second switchback.
Sample: 27_02_02
Easting: 2838209
Photo: 27_02_03, 04
Northing: 6336630
1) Weathering
1. Unweathered/ fresh
2. Slightly weathered
2) Color
1. Light
2. Dark
Slope height: 20m
Elevation: 456m
Slope length: 7m
Date: 27/02/06
1. pinkish
2. reddish
1.Pink
2. Red
3. Moderately weathered
3. yellowish
3. Yellow
4. Highly weathered
4. brownish
5. Completely weathered
5. olive
4. Brown
5. Olive
6. Residual soil
6. greenish
6. Green
7. bluish
8. greyish
6) General discont. desc.
Orientation: 074/85; 172/80; 242/5
Aperture: 7 and 8
Infilling: Grit, soil, open.
Roughness: 5
Type: J
Persistence: 3
Block shape
1. massive
2. blocky
3. tabular
4. columnar
5. irregular
6. crushed
Block size
1. Very large blocks (<1.0 j/m3)
2. Large blocks (1-3)
3. Medium-sized blocks (3-10)
4. Small blocks (10-30)
5. Very small blocks (>30)
Waypoint: 29
Sheet: 1 of 1
Sketch: No
3b) Bedding (thickness)
Thinly laminated (< 2mm)
Laminated (2 - 6mm)
Not
Very thin (6 - 20mm)
Thin (20applicable
- 60mm)
Not(16 - 30)
Moderatley inclined
Steeply applicable
inclined (31 - 60)
Very steeply inclined (61 - 80)
Mod thin (60 - 200mm)
Sub-vertical (81 - 90)
Mod thick (0.2 0.6mm)
7. Blue
3c) Grain size
Thick (0.6 - 2m)
8. White
1. very coarse (>60 mm)
Very thick (> 2m)
9. Grey
10. Black
2. coarse (2-60 mm)
3d) Fabric
Number of joint sets
1. Massive, occas random joints
2. One joint set
3. One joint set plus random
4. Two joint sets
5. Two joint sets plus random
6. Three joint sets
7. Three joint sets plus random
8. Four or more joint sets
9. Crushed rock, earth-like
3. medium (60µ to 2mm)
4. fine (2-60 µ)
5. very fine (<2 µ)
Joint spacing
1. Extremely close spacing (<20 mm)
2. Very close spacing (20-60mm)
3. Close spacing (60-200mm)
4. Moderate spacing (200-600mm)
5. Wide spacing ( 600mm-2m)
6. Very wide spacing (2-6m)
7. Extremely wide spacing (>6m)
Seepage (unfilled)
1. Tight/dry, flow not appear possible
Seepage (filled)
1. infill consolidated/dry, flow unlikely dt low perm
2. dry, no evidence of flow
2. infill damp no free water
3. dry, evidence of flow (staining)
3. infill wet, occasional drip
4. damp, no free water
4. cont. flow with outwash (l/min)
5. Seepage/ drips, not continuous
6. contin flow (l/min & pressure)
5. washed out locally (l/min & pressure)
6. washed out completely (l/min & pressure)
Igneous rocks
Grain size
Aphanitic (minerals not visible to naked eye)
Phaneritic (minerals visible to naked eye)
Accompany scanline: No
3a) Bedding (inclination)
Sub-horizontal (0 - 5)
Gently inclined (6 - 15)
1. Fine fabric (< 25mm)
2. Coarse fabric (25 - 100mm)
3. Massive (No fabric observed)
Texture
1. Crystalline
2. Granular
3. Glassy
4) ROCK NAME
Indurated andesite
5) Compressive Strength (Mpa)
R0 Extremely weak rock: compressive strength = 0.25-1.0
point load = <1
R1 Very weak rock: compressive strength = 1.0-5.0
point load = <1
R2 Weak rock: compressive strength = 5.0-20
point load = <1
R3 Medium strong rock: compressive strength = 20-50
point load = 1-2
R4 Strong rock: compressive strength = 50-100
point load = 2-5
R5 Very strong rock: compressive strength = 100-250
point load = 5-10
R6 Extremely strong rock: compressive strength = >250
point load = >10
Comments
Colour: pinkish tinge in places.
Grain size: 60/40 medium/coarse. Coarse phenocrysts are white and feldspathic?
Shiny fine (1mm) black phenocrysts.
Fabric: slaty like, due to weathering? Seen in photos.
Schmidt hammer: 28, 26, 16, 14, 18, 15, 22, 26, 22, 25, 23, 23, 18, 24, 25, 19, 28, 28,
27, 26. Avg = 22.65.
Outcrop face: 091/85
Discontinuity surface weathering: low
Texture
Porphyritic (lge phenocrysts enclosed in fine grinaed matrix)
Aphyric (no phenocrysts present)
Glomeroporphyritic (phenocrysts grouped in clusters)
Rock mass field description data sheet: 27_02_03
Location: Summit 4wd track, after 2nd switchback but b4 waypt 12, outcrop of scoriaceous andesite, abundant white hard surface coating, altered source?
Sample: 27_02_03
Photo:27_02_05, 06, 07, 08 Slope height: 15m
Easting: 2838019 Northing: 6336815 Elevation: 620m
1) Weathering
1. Unweathered/ fresh
2. Slightly weathered
2) Color
1. Light
2. Dark
Slope length: 10m
Date: 27/02/06
Waypoint:same location as waypoint 2
Sheet: 1 of 1
Sketch: No Accompany scanline: No
3a) Bedding (inclination)
Sub-horizontal (0 - 5)
Gently inclined (6 - 15)
3b) Bedding (thickness)
Thinly laminated (< 2mm)
Laminated (2 - 6mm)
1. pinkish
2. reddish
1.Pink
2. Red
3. Moderately weathered
3. yellowish
3. Yellow
4. Highly weathered
4. brownish
4. Brown
Not
Steeply applicable
inclined (31 - 60)
5. Completely weathered
5. olive
Mod thin (60 - 200mm)
6. greenish
5. Olive
6. Green
Very steeply inclined (61 - 80)
6. Residual soil
Sub-vertical (81 - 90)
Mod thick (0.2 0.6mm)
6) General discont. desc.
7. bluish
7. Blue
3c) Grain size
Thick (0.6 - 2m)
8. greyish
8. White
1. very coarse (>60 mm)
Very thick (> 2m)
9. Grey
10. Black
2. coarse (2-60 mm)
3d) Fabric
Orientation: 028/80; 106/85; 272/55
Aperture: 7
Infilling: clayey residue, gravel and
sand, silt , rootlets, open
Roughness: 4
Type: J
Persistence: 4
Block shape
1. massive
2. blocky
3. tabular
4. columnar
5. irregular
6. crushed
Block size
1. Very large blocks (<1.0 j/m3)
2. Large blocks (1-3)
3. Medium-sized blocks (3-10)
4. Small blocks (10-30)
5. Very small blocks (>30)
Moderatley inclined (16 - 30)
Number of joint sets
1. Massive, occas random joints
2. One joint set
3. One joint set plus random
4. Two joint sets
5. Two joint sets plus random
6. Three joint sets
7. Three joint sets plus random
8. Four or more joint sets
9. Crushed rock, earth-like
3. medium (60µ to 2mm)
4. fine (2-60 µ)
5. very fine (<2 µ)
Joint spacing
1. Extremely close spacing (<20 mm)
2. Very close spacing (20-60mm)
3. Close spacing (60-200mm)
4. Moderate spacing (200-600mm)
5. Wide spacing ( 600mm-2m)
6. Very wide spacing (2-6m)
7. Extremely wide spacing (>6m)
Seepage (unfilled)
1. Tight/dry, flow not appear possible
Seepage (filled)
1. infill consolidated/dry, flow unlikely dt low perm
2. dry, no evidence of flow
2. infill damp no free water
3. dry, evidence of flow (staining)
3. infill wet, occasional drip
4. damp, no free water
4. cont. flow with outwash (l/min)
5. Seepage/drips, not continuous
5. washed out locally (l/min & pressure)
6. contin flow (l/min & pressure)
6. washed out completely (l/min & pressure)
Igneous rocks
Grain size
Aphanitic (minerals not visible to naked eye)
Phaneritic (minerals visible to naked eye)
Texture
Porphyritic (lge phenocrysts enclosed in fine grinaed matrix)
Aphyric (no phenocrysts present)
Glomeroporphyritic (phenocrysts grouped in clusters)
Not
Thin (20applicable
- 60mm)
Very thin (6 - 20mm)
1. Fine fabric (< 25mm)
2. Coarse fabric (25 - 100mm)
3. Massive (No fabric observed)
Texture
1. Crystalline
2. Granular
3. Glassy
4) ROCK NAME
Scoriaceous andesite
5) Compressive Strength (Mpa)
R0 Extremely weak rock: compressive strength = 0.25-1.0
point load = <1
R1 Very weak rock: compressive strength = 1.0-5.0
point load = <1
R2 Weak rock: compressive strength = 5.0-20
point load = <1
R3 Medium strong rock: compressive strength = 20-50
point load = 1-2
R4 Strong rock: compressive strength = 50-100
point load = 2-5
R5 Very strong rock: compressive strength = 100-250
point load = 5-10
R6 Extremely strong rock: compressive strength = >250
Comments
point load = >10
Grain size: difficult to tell as very scoriaceous, 15%/85% coarse/medium.
Weathering: scoriaceous texture and clayey buildup suggests weathering, or at least
water flow through rock in the case of clayey residue.
Joint spacing: difficult to interpret, @ least two semi-prominent joints 1.5 m apart.
Block size: too scoriaceous to interpret. Perhaps very large or very small.
Seepage (unfilled): clayey buildup is perhaps evidence of water flow.
Schmidt hammer: 10, 11, 18, 13, 13, 17, 20, 20, 17, 16, 16, 19, 16, 13, 14, 15, 18, 17,
22, 16. Avg = 16.5. Difficult to get pure rock surface due to clayey residue but rock
appeared weak.
Very scoariaceous rock makes joint determination difficult. Not sure how to categorize
these types of rocks - have seen texture like this at waypoint 18.
Strange fine clayey white residue on rock surface is seen throughout the rock on freshly
exposed surfaces (photo 27_02_07).
Fresh rock appears brown but the brown is really moss overlaying white residue.
Large white feldspathic? crystals enclosed in fine matrix. Outcrop face: 274/85
Discontinuity surface weathering: moderate
APPENDIX F
Rock mass field description data sheet: 27_02_04
Location: Summit 4wd track, semi-indurated andesitic outcrop, after waypoint 29 between first and second switchback.
Sample: 27_02_04
Easting: 2838219
Photo: 06_03_01, 02, 03, 04
Northing: 6336656
1) Weathering
1. Unweathered/ fresh
2. Slightly weathered
Slope height: 20m
Elevation: 482m
2) Color
1. Light
2. Dark
Slope length: 10m
Date: 27/02/06
Sheet:1 of 1
Waypoint: 31
Sketch: No
Accompany scanline: No
3a) Bedding (inclination)
Sub-horizontal (0 - 5)
Gently inclined (6 - 15)
3b) Bedding (thickness)
Thinly laminated (< 2mm)
Laminated (2 - 6mm)
1. pinkish
2. reddish
1.Pink
2. Red
3. Moderately weathered
3. yellowish
3. Yellow
4. Highly weathered
4. brownish
4. Brown
Not(16 - 30)
Moderatley inclined
Steeply applicable
inclined (31 - 60)
5. Completely weathered
5. olive
Mod thin (60 - 200mm)
6. greenish
5. Olive
6. Green
Very steeply inclined (61 - 80)
6. Residual soil
Sub-vertical (81 - 90)
Mod thick (0.2 0.6mm)
7. bluish
7. Blue
3c) Grain size
Thick (0.6 - 2m)
8. greyish
8. White
1. very coarse (>60 mm)
Very thick (> 2m)
9. Grey
10. Black
2. coarse (2-60 mm)
3d) Fabric
6) General discont. desc.
Orientation: 092/85; 006/85; 145/15
Aperture: Up to 8 but mostly 5
Infilling: Open, small amount of P.M.
grit, moss.
Roughness: 4
Type: J
Persistence: 4
Block shape
1. massive
2. blocky
3. tabular
4. columnar
5. irregular
6. crushed
Block size
3
1. Very large blocks (<1.0 j/m )
2. Large blocks (1-3)
3. Medium-sized blocks (3-10)
4. Small blocks (10-30)
5. Very small blocks (>30)
Number of joint sets
1. Massive, occas random joints
2. One joint set
3. One joint set plus random
4. Two joint sets
5. Two joint sets plus random
6. Three joint sets
7. Three joint sets plus random
8. Four or more joint sets
9. Crushed rock, earth-like
3. medium (60µ to 2mm)
4. fine (2-60 µ)
5. very fine (<2 µ)
Joint spacing
1. Extremely close spacing (<20 mm)
2. Very close spacing (20-60mm)
3. Close spacing (60-200mm)
4. Moderate spacing (200-600mm)
5. Wide spacing ( 600mm-2m)
6. Very wide spacing (2-6m)
7. Extremely wide spacing (>6m)
Seepage (unfilled)
Seepage (filled)
1. Tight/dry, flow not appear possible
1. infill consolidated/dry, flow unlikely dt low perm
2. dry, no evidence of flow
3. dry, evidence of flow (staining)
2. infill damp no free water
3. infill wet, occasional drip
4. damp, no free water
4. cont. flow with outwash (l/min)
5. Seepage/drips, not continuous
5. washed out locally (l/min & pressure)
6. contin flow (l/min & pressure)
6. washed out completely (l/min & pressure)
Igneous rocks
Grain size
Aphanitic (minerals not visible to naked eye)
Phaneritic (minerals visible to naked eye)
4) ROCK NAME
Indurated andesite
Not
Very thin (6 - 20mm)
Thin (20applicable
- 60mm)
5) Compressive Strength (Mpa)
R0 Extremely weak rock: compressive strength = 0.25-1.0
point load = <1
R1 Very weak rock: compressive strength = 1.0-5.0
point load = <1
R2 Weak rock: compressive strength = 5.0-20
point load = <1
1. Fine fabric (< 25mm)
2. Coarse fabric (25 - 100mm)
3. Massive (No fabric observed)
Texture
1. Crystalline
2. Granular
3. Glassy
R3 Medium strong rock: compressive strength = 20-50
point load = 1-2
R4 Strong rock: compressive strength = 50-100
point load = 2-5
R5 Very strong rock: compressive strength = 100-250
point load = 5-10
R6 Extremely strong rock: compressive strength = >250
point load = >10
Comments
Grain size: 50%/50% coarse/medium. White feldspathic? phenocrysts coarse.
Joint spacing: just over 2m.
Discontinuity surface weathering: low
Schmidt hammer: 20, 20, 26, 27, 25, 27, 30, 29, 25, 32, 25, 25, 26, 25, 22, 25, 26, 28,
24, 22. Avg = 20.
Outcrop face: 092/85
Texture
Porphyritic (lge phenocrysts enclosed in fine grained matrix)
Aphyric (no phenocrysts present)
Glomeroporphyritic (phenocrysts grouped in clusters)
Rock mass field description data sheet: 06_03_02 (Point load samples)
Location: Summit 4wd track, sindurated andesitic outcrop after 2nd switchback, after waypt 32.
Sample: 06_03_03, 03_04_05 (point load)
Easting: 2837801
Northing: 6336881
1) Weathering
1. Unweathered/ fresh
2. Slightly weathered
Photo:06_03_08, 09, 10 (outcrop), 11 (closeup)
Elevation: 708m
2) Color
1. Light
2. Dark
Date: 6/3/06
Sheet: 1of 1
Slope height: 4m
Sketch: No
3a) Bedding (inclination)
Sub-horizontal (0 - 5)
Gently inclined (6 - 15)
Slope length: 12m
3b) Bedding (thickness)
Thinly laminated (< 2mm)
Laminated (2 - 6mm)
1. pinkish
2. reddish
1.Pink
2. Red
3. Moderately weathered
3. yellowish
3. Yellow
4. Highly weathered
4. brownish
4. Brown
Not(16 - 30)
Moderatley inclined
Steeply applicable
inclined (31 - 60)
5. Completely weathered
5. olive
Mod thin (60 - 200mm)
6. greenish
5. Olive
6. Green
Very steeply inclined (61 - 80)
6. Residual soil
Sub-vertical (81 - 90)
Mod thick (0.2 0.6mm)
6) General discont. desc.
7. bluish
7. Blue
3c) Grain size
Thick (0.6 - 2m)
Orientation: 088/40; 242/52.5;
240/55; 330/57.5
8. greyish
8. White
1. very coarse (>60 mm)
Very thick (> 2m)
9. Grey
10. Black
2. coarse (2-60 mm)
3d) Fabric
Aperture: 7 (3cm)
Infilling: Open, some moss and
roots, grit of P.M..
Roughness: 5
Type: J
Persistence: 2 (1-3m)
Block shape
1. massive
2. blocky
3. tabular
4. columnar
5. irregular
6. crushed
Block size
3
1. Very large blocks (<1.0 j/m )
2. Large blocks (1-3)
3. Medium-sized blocks (3-10)
4. Small blocks (10-30)
5. Very small blocks (>30)
Number of joint sets
1. Massive, occas random joints
2. One joint set
3. One joint set plus random
4. Two joint sets
5. Two joint sets plus random
6. Three joint sets
7. Three joint sets plus random
8. Four or more joint sets
9. Crushed rock, earth-like
3. medium (60µ to 2mm)
4. fine (2-60 µ)
5. very fine (<2 µ)
Joint spacing
1. Extremely close spacing (<20 mm)
2. Very close spacing (20-60mm)
3. Close spacing (60-200mm)
4. Moderate spacing (200-600mm)
5. Wide spacing ( 600mm-2m)
6. Very wide spacing (2-6m)
7. Extremely wide spacing (>6m)
Seepage (unfilled)
Seepage (filled)
1. Tight/dry, flow not appear possible
1. infill consolidated/dry, flow unlikely dt low perm
2. dry, no evidence of flow
2. infill damp no free water
3. dry, evidence of flow (staining)
3. infill wet, occasional drip
4. damp, no free water
4. cont. flow with outwash (l/min)
5. Seepage/drips, not continuous
5. washed out locally (l/min & pressure)
6. contin flow (l/min & pressure)
6. washed out completely (l/min & pressure)
Igneous rocks
Grain size
Aphanitic (minerals not visible to naked eye)
Phaneritic (minerals visible to naked eye)
Waypoint: 34
Accompany scanline:No
Not
Very thin (6 - 20mm)
Thin (20applicable
- 60mm)
1. Fine fabric (< 25mm)
2. Coarse fabric (25 - 100mm)
3. Massive (No fabric observed)
Texture
1. Crystalline
2. Granular
3. Glassy
Comments
4) ROCK NAME
Indurated andesite
5) Compressive Strength (Mpa)
R0 Extremely weak rock: compressive strength = 0.25-1.0
point load = <1
R1 Very weak rock: compressive strength = 1.0-5.0
point load = <1
R2 Weak rock: compressive strength = 5.0-20
point load = <1
R3 Medium strong rock: compressive strength = 20-50
point load = 1-2
R4 Strong rock: compressive strength = 50-100
point load = 2-5
R5 Very strong rock: compressive strength = 100-250
point load = 5-10
R6 Extremely strong rock: compressive strength = >250
point load = >10
Weathering: fresh where a large block has 'recently' dislodged.
Schmidt hammer: 31, 39, 44, 40, 37, 36, 38, 37, 30, 40, 48, 33, 38, 28, 38, 36, 46, 46,
38, 34. Avg = 37.85.
Joint spacing: 1m.
Almost see indurated jointed rock merge into scoriaceous rock at surface (photo
06_03_11). Weathering??
Outcrop face: 248/85
Discontinuity surface weathering: low
Grain size: 20%/80%: coarse/medium.
Texture
Porphyritic (lge phenocrysts enclosed in fine grained matrix)
Aphyric (no phenocrysts present)
Glomeroporphyritic (phenocrysts grouped in clusters)
APPENDIX F
Rock mass field description data sheet: 06_03_03
Location: Summit 4wd track, indurated andesitic outcrop between 2nd switchback and fork, after waypoint 35.
Sample: 06_03_05
Photo: 06_03_12
Easting: 2837738
Northing: 6337108
1) Weathering
1. Unweathered/ fresh
2. Slightly weathered
Slope height: 5m
Elevation: 749
2) Color
1. Light
2. Dark
Slope length: 10m
Date: 6/3/06
Waypoint: 36
Sheet:1 of 1
Sketch: No
Accompany scanline: No
3a) Bedding (inclination)
Sub-horizontal (0 - 5)
Gently inclined (6 - 15)
3b) Bedding (thickness)
Thinly laminated (< 2mm)
Laminated (2 - 6mm)
1. pinkish
2. reddish
1.Pink
2. Red
3. Moderately weathered
3. yellowish
3. Yellow
4. Highly weathered
4. brownish
4. Brown
Not
Steeply applicable
inclined (31 - 60)
5. Completely weathered
5. olive
Mod thin (60 - 200mm)
6. greenish
5. Olive
6. Green
Very steeply inclined (61 - 80)
6. Residual soil
Sub-vertical (81 - 90)
Mod thick (0.2 0.6mm)
7. bluish
7. Blue
3c) Grain size
Thick (0.6 - 2m)
8. greyish
8. White
1. very coarse (>60 mm)
Very thick (> 2m)
9. Grey
10. Black
2. coarse (2-60 mm)
3d) Fabric
6) General discont. desc.
Orientation: 214/80; 000/40; 278/80
Aperture: 8 (20cm) and 5
Infilling: Moss, open
Roughness: 7
Type: J
Persistence: 2 (1-3m)
Block shape
1. massive
2. blocky
3. tabular
4. columnar
5. irregular
6. crushed
Block size
3
1. Very large blocks (<1.0 j/m )
2. Large blocks (1-3)
3. Medium-sized blocks (3-10)
4. Small blocks (10-30)
5. Very small blocks (>30)
Moderatley inclined (16 - 30)
Number of joint sets
1. Massive, occas random joints
2. One joint set
3. One joint set plus random
4. Two joint sets
5. Two joint sets plus random
6. Three joint sets
7. Three joint sets plus random
8. Four or more joint sets
9. Crushed rock, earth-like
3. medium (60µ to 2mm)
4. fine (2-60 µ)
5. very fine (<2 µ)
Joint spacing
1. Extremely close spacing (<20 mm)
2. Very close spacing (20-60mm)
3. Close spacing (60-200mm)
4. Moderate spacing (200-600mm)
5. Wide spacing ( 600mm-2m)
6. Very wide spacing (2-6m)
7. Extremely wide spacing (>6m)
Seepage (unfilled)
Seepage (filled)
1. Tight/dry, flow not appear possible
1. infill consolidated/dry, flow unlikely dt low perm
2. dry, no evidence of flow
3. dry, evidence of flow (staining)
2. infill damp no free water
3. infill wet, occasional drip
4. damp, no free water
4. cont. flow with outwash (l/min)
5. Seepage/drips, not continuous
5. washed out locally (l/min & pressure)
6. contin flow (l/min & pressure)
6. washed out completely (l/min & pressure)
Not
Thin (20applicable
- 60mm)
Very thin (6 - 20mm)
1. Fine fabric (< 25mm)
2. Coarse fabric (25 - 100mm)
3. Massive (No fabric observed)
Texture
1. Crystalline
2. Granular
3. Glassy
4) ROCK NAME
Indurated andesite
5) Compressive Strength (Mpa)
R0 Extremely weak rock: compressive strength = 0.25-1.0
point load = <1
R1 Very weak rock: compressive strength = 1.0-5.0
point load = <1
R2 Weak rock: compressive strength = 5.0-20
point load = <1
R3 Medium strong rock: compressive strength = 20-50
point load = 1-2
R4 Strong rock: compressive strength = 50-100
point load = 2-5
R5 Very strong rock: compressive strength = 100-250
point load = 5-10
R6 Extremely strong rock: compressive strength = >250
point load = >10
Comments
Colour: orangish grey in some places.
Number of joint sets: difficult to tell as outcrop limited in size, therefore any potential
joints don’t appear more than once (i.e. no paralell joints).
Joint orientation: in photo can see joint 120/75 but other joint is at the right of the photo.
Schmidt hammer: 22, 22, 26, 30, 30, 28, 28, 30, 29, 26, 36, 24, 32, 32, 28, 24, 30, 26,
24, 32. Avg = 27.95
Discontinuity surface weathering: low
Outcrop face: 220/60
Texture
Porphyritic (lge phenocrysts enclosed in fine grained matrix)
Aphyric (no phenocrysts present)
Glomeroporphyritic (phenocrysts grouped in clusters)
Igneous rocks
Grain size
Aphanitic (minerals not visible to naked eye)
Phaneritic (minerals visible to naked eye)
Rock mass field description data sheet: 12_03_01
Location: Haulage rd, 1st logging area, bushwhacking up to plateau between lower and middle steps on NW flank of Main Cone SW of 100 m marker summit track. Indurated andesitic outcrop.
Sample: 12_03_01a & b
Easting: 2836855
Photo: 12_03_01, 02, 03
Northing: 6337919
1) Weathering
1. Unweathered/ fresh
2. Slightly weathered
2) Color
1. Light
2. Dark
Slope height: 15m
Elevation: 320m
Date: 12/03/06
Slope length: 7m
Sheet:1 of 1
Waypoint: 46
Sketch: no
3a) Bedding (inclination)
Sub-horizontal (0 - 5)
Gently inclined (6 - 15)
Accompany scanline:no
3b) Bedding (thickness)
Thinly laminated (< 2mm)
Laminated (2 - 6mm)
1. pinkish
2. reddish
1.Pink
2. Red
3. Moderately weathered
3. yellowish
3. Yellow
4. Highly weathered
4. brownish
4. Brown
Not
Steeply applicable
inclined (31 - 60)
5. Completely weathered
5. olive
Mod thin (60 - 200mm)
6. greenish
5. Olive
6. Green
Very steeply inclined (61 - 80)
6. Residual soil
Sub-vertical (81 - 90)
Mod thick (0.2 0.6mm)
7. bluish
7. Blue
3c) Grain size
Thick (0.6 - 2m)
8. greyish
8. White
1. very coarse (>60 mm)
Very thick (> 2m)
9. Grey
10. Black
2. coarse (2-60 mm)
3d) Fabric
6) General discont. desc.
Orientation: 260/75; 122/75; 350/35
Aperture: 7(scoria), 4 (non-scoria)
Open, little grit
Roughness: 2
Type: J
Persistence: 2
Block shape
1. massive
2. blocky
3. tabular
4. columnar
5. irregular
6. crushed
Block size
3
1. Very large blocks (<1.0 j/m )
2. Large blocks (1-3)
3. Medium-sized blocks (3-10)
4. Small blocks (10-30)
5. Very small blocks (>30)
Moderatley inclined (16 - 30)
Number of joint sets
1. Massive, occas random joints
2. One joint set
3. One joint set plus random
4. Two joint sets
5. Two joint sets plus random
6. Three joint sets
7. Three joint sets plus random
8. Four or more joint sets
9. Crushed rock, earth-like
3. medium (60µ to 2mm)
4. fine (2-60 µ)
5. very fine (<2 µ)
Joint spacing
1. Extremely close spacing (<20 mm)
2. Very close spacing (20-60mm)
3. Close spacing (60-200mm)
4. Moderate spacing (200-600mm)
5. Wide spacing ( 600mm-2m)
6. Very wide spacing (2-6m)
7. Extremely wide spacing (>6m)
Seepage (unfilled)
Seepage (filled)
Not
Thin (20applicable
- 60mm)
Very thin (6 - 20mm)
1. Fine fabric (< 25mm)
2. Coarse fabric (25 - 100mm)
3. Massive (No fabric observed)
Texture
1. Crystalline
2. Granular
3. Glassy
Comments
4) ROCK NAME
Indurated andesite
5) Compressive Strength (Mpa)
R0 Extremely weak rock: compressive strength = 0.25-1.0
point load = <1
R1 Very weak rock: compressive strength = 1.0-5.0
point load = <1
R2 Weak rock: compressive strength = 5.0-20
point load = <1
R3 Medium strong rock: compressive strength = 20-50
point load = 1-2
R4 Strong rock: compressive strength = 50-100
point load = 2-5
R5 Very strong rock: compressive strength = 100-250
point load = 5-10
R6 Extremely strong rock: compressive strength = >250
point load = >10
Difficult to get some data due to scoriaceous irregular nature.
See scoriaceous transition into non-scoriaceous (photos). Perhaps the scoriaceous is a
result of weathering and not infact a rock type. Although scoriaceous seems to start at
a joint (photo) and non-scoriaceous stuff has a different orientation and dip. Similar to
1. Tight/dry, flow not appear possible
1. infill consolidated/dry, flow unlikely dt low perm
pink-grey rock @ adjacent waypts 62-66.
2. dry, no evidence of flow
2. infill damp no free water
3. dry, evidence of flow (staining)
3. infill wet, occasional drip
Schmidt hammer scoriaceous: 28, 30, 30, 29, 34, 34, 28, 31, 33, 27, 28, 31, 30, 28,
22, 34, 35, 27, 28, 31. Avg = 29.9.
4. damp, no free water
4. cont. flow with outwash (l/min)
5. Seepage/ drips, not continuous
5. washed out locally (l/min & pressure)
Schmidt hammer non-scoriaceous: 44, 48, 39, 37, 41, 39, 40, 38, 32, 38, 39, 45, 42,
6. contin flow (l/min & pressure)
6. washed out completely (l/min & pressure)
37, 38, 41, 39, 38, 41, 41. Avg = 39.85.
Igneous rocks
Texture
Grain size: 20%/80% coarse/medium.
Grain size
Porphyritic (lge phenocrysts enclosed in fine grained matrix)
Sample a = scoriaceous, sample b = non-scoriaceous.
Aphanitic (minerals not visible to naked eye)
Discontinuity surface weathering: low
Aphyric (no phenocrysts present)
Phaneritic (minerals visible to naked eye)
Glomeroporphyritic (phenocrysts grouped in clusters)
Slaty habit in upper scoriaceous rock.
Outcrop face: 340/75 (outcrop is a pinacle thus essentially > 1 face).
APPENDIX F
Rock mass field description data sheet: 12_03_02
Location: Haulage rd, 1st logging area, bushwhacking up to plateau between lower and middle steps on NW flank of Main Cone SW of 100 m marker summit track.
Sample: 12_03_02
Easting: 2836870
Photo: 12_03_04, 05
Northing: 6337844
1) Weathering
1. Unweathered/ fresh
2. Slightly weathered
2) Color
1. Light
2. Dark
Slope height: 10m
Elevation: 359m
Slope length: 15m
Date: 12/03/06
Sheet: 1 of 1
Sketch: no
Accompany scanline: no
3a) Bedding (inclination)
Sub-horizontal (0 - 5)
Gently inclined (6 - 15)
3b) Bedding (thickness)
Thinly laminated (< 2mm)
Laminated (2 - 6mm)
1. pinkish
2. reddish
1.Pink
2. Red
3. Moderately weathered
3. yellowish
3. Yellow
4. Highly weathered
4. brownish
4. Brown
Not
Steeply applicable
inclined (31 - 60)
5. Completely weathered
5. olive
Very steeply inclined (61 - 80)
Mod thin (60 - 200mm)
6. Residual soil
6. greenish
5. Olive
6. Green
Sub-vertical (81 - 90)
Mod thick (0.2 0.6mm)
6) General discont. desc.
7. bluish
7. Blue
3c) Grain size
Thick (0.6 - 2m)
8. greyish
8. White
1. very coarse (>60 mm)
Very thick (> 2m)
9. Grey
10. Black
2. coarse (2-60 mm)
3d) Fabric
Orientation: 097/75; 162/85
Aperture: 7/8
Infilling:Open, plants, roots
Roughness: 5
Type: J
Persistence: 2
Block shape
1. massive
2. blocky
3. tabular
4. columnar
5. irregular
6. crushed
Block size
3
1. Very large blocks (<1.0 j/m )
2. Large blocks (1-3)
3. Medium-sized blocks (3-10)
4. Small blocks (10-30)
5. Very small blocks (>30)
Number of joint sets
1. Massive, occas random joints
2. One joint set
3. One joint set plus random
4. Two joint sets
5. Two joint sets plus random
6. Three joint sets
7. Three joint sets plus random
8. Four or more joint sets
9. Crushed rock, earth-like
Moderatley inclined (16 - 30)
3. medium (60µ to 2mm)
4. fine (2-60 µ)
5. very fine (<2 µ)
Joint spacing
1. Extremely close spacing (<20 mm)
2. Very close spacing (20-60mm)
3. Close spacing (60-200mm)
4. Moderate spacing (200-600mm)
5. Wide spacing ( 600mm-2m)
6. Very wide spacing (2-6m)
7. Extremely wide spacing (>6m)
Seepage (unfilled)
Seepage (filled)
1. tight & dry, flow not appear possible
1. infill consolidated/dry, flow unlikely dt low perm
2. dry, no evidence of flow
2. infill damp no free water
3. dry, evidence of flow (staining)
3. infill wet, occasional drip
4. damp, no free water
5. seepage/drips, not continuous
4. cont. flow with outwash (l/min)
5. washed out locally (l/min & pressure)
6. contin flow (l/min & pressure)
6. washed out completely (l/min & pressure)
Igneous rocks
Grain size
Aphanitic (minerals not visible to naked eye)
Phaneritic (minerals visible to naked eye)
Indurated andesitic outcrop.
Waypoint:47
Not
Thin (20applicable
- 60mm)
4) ROCK NAME
Indurated andesite
Very thin (6 - 20mm)
5) Compressive Strength (Mpa)
R0 Extremely weak rock: compressive strength = 0.25-1.0
point load = <1
R1 Very weak rock: compressive strength = 1.0-5.0
point load = <1
R2 Weak rock: compressive strength = 5.0-20
point load = <1
1. Fine fabric (< 25mm)
2. Coarse fabric (25 - 100mm)
3. Massive (No fabric observed)
Texture
1. Crystalline
2. Granular
3. Glassy
R3 Medium strong rock: compressive strength = 20-50
point load = 1-2
R4 Strong rock: compressive strength = 50-100
point load = 2-5
R5 Very strong rock: compressive strength = 100-250
point load = 5-10
R6 Extremely strong rock: compressive strength = >250
point load = >10
Comments
Infill damp due to moss.
Stronger than waypoint 46.
Quite a scoriaceous rock. But can see non-scoriaceous surfaces which may be less
weathered. Or could be fresh joint surfaces where blocks have recently dislodged.
Outcrop face: 345/80 (outcrop is a pinacle thus essentially > 1 face).
Schmidt hammer: 30, 40, 38, 38, 37, 34, 40, 40, 37, 38, 38, 37, 40, 39, 39, 37, 36, 40,
36, 42. Avg = 37.8.
Discontinuity surface weathering: low
Texture
Porphyritic (lge phenocrysts enclosed in fine grained matrix)
Aphyric (no phenocrysts present)
Glomeroporphyritic (phenocrysts grouped in clusters)
Rock mass field description data sheet: 13_03_01
Location: Haulage rd, 1st logging area, bushwhacking up lower step on NW flank of Main Cone SW of 100 m marker summit track. Indurated andesitic outcrop.
Sample: 13_03_01, 02
Photo: 13_03_01, 02 (rust staaining), 03,04,05 (outcrop), 06 (white infilling as seen in sample 02)
Easting: 2836846 Northing: 6338061
1) Weathering
1. Unweathered/ fresh
2. Slightly weathered
2) Color
1. Light
2. Dark
Elevation: 259m
Date: 13/03/06
Sheet:1 of 1
Sketch:no
3a) Bedding (inclination)
Sub-horizontal (0 - 5)
Gently inclined (6 - 15)
Slope height: 14m
3b) Bedding (thickness)
Thinly laminated (< 2mm)
Laminated (2 - 6mm)
1. pinkish
2. reddish
1.Pink
2. Red
3. Moderately weathered
3. yellowish
3. Yellow
4. Highly weathered
4. brownish
4. Brown
Not
Steeply applicable
inclined (31 - 60)
5. Completely weathered
5. olive
Mod thin (60 - 200mm)
6. greenish
5. Olive
6. Green
Very steeply inclined (61 - 80)
6. Residual soil
Sub-vertical (81 - 90)
Mod thick (0.2 0.6mm)
6) General discont. desc.
7. bluish
7. Blue
3c) Grain size
Thick (0.6 - 2m)
Orientation; 345/85; 275/80; 300/80;
170/35
8. greyish
8. White
1. very coarse (>60 mm)
Very thick (> 2m)
9. Grey
10. Black
2. coarse (2-60 mm)
3d) Fabric
Aperture: up to 7, most 3/4
Infilling: open, soil, roots, white hard
gritty infill, dense & strong
Roughness: 7
Type: J
Persistence: 3
Block shape
1. massive
2. blocky
3. tabular
4. columnar
5. irregular
6. crushed
Block size
3
1. Very large blocks (<1.0 j/m )
2. Large blocks (1-3)
3. Medium-sized blocks (3-10)
4. Small blocks (10-30)
5. Very small blocks (>30)
Moderatley inclined (16 - 30)
Number of joint sets
1. Massive, occas random joints
2. One joint set
3. One joint set plus random
4. Two joint sets
5. Two joint sets plus random
6. Three joint sets
7. Three joint sets plus random
8. Four or more joint sets
9. Crushed rock, earth-like
3. medium (60µ to 2mm)
4. fine (2-60 µ)
5. very fine (<2 µ)
Joint spacing
1. Extremely close spacing (<20 mm)
2. Very close spacing (20-60mm)
3. Close spacing (60-200mm)
4. Moderate spacing (200-600mm)
5. Wide spacing ( 600mm-2m)
6. Very wide spacing (2-6m)
7. Extremely wide spacing (>6m)
Seepage (unfilled)
Seepage (filled)
Slope length: 22m
Waypoint: 48
Accompany scanline: no
Not
Thin (20applicable
- 60mm)
Very thin (6 - 20mm)
1. Fine fabric (< 25mm)
2. Coarse fabric (25 - 100mm)
3. Massive (No fabric observed)
Texture
1. Crystalline
2. Granular
3. Glassy
Comments
4) ROCK NAME
Indurated andesite
5) Compressive Strength (Mpa)
R0 Extremely weak rock: compressive strength = 0.25-1.0
point load = <1
R1 Very weak rock: compressive strength = 1.0-5.0
point load = <1
R2 Weak rock: compressive strength = 5.0-20
point load = <1
R3 Medium strong rock: compressive strength = 20-50
point load = 1-2
R4 Strong rock: compressive strength = 50-100
point load = 2-5
R5 Very strong rock: compressive strength = 100-250
point load = 5-10
R6 Extremely strong rock: compressive strength = >250
point load = >10
Grain size: 90%/10% : medium/coarse.
Seepage unfilled: rust staining apparent, first observation of this (refer photo).
Joint spacing: close to 2m.
1. tight & dry, flow not appear possible
1. infill consolidated/dry, flow unlikely dt low perm
Strength: strength appear very high relative to other outcrops to date.
2. dry, no evidence of flow
2. infill damp no free water
Seepage filled: infill not consolidated but no evidence of flow.
3. dry, evidence of flow (staining)
3. infill wet, occasional drip
Joint sets: number maybe ltd by outcrop. Lots of randon joints. Presume that face is a
4. damp, no free water
4. cont. flow with outwash (l/min)
joint face.
5. seepage/drips, not continuous
5. washed out locally (l/min & pressure)
Schmidt: 54, 54, 48, 50, 50, 48, 48, 48, 45, 49, 53, 49, 53, 46, 47, 54, 53, 48, 51, 53.
6. contin flow (l/min & pressure)
6. washed out completely (l/min & pressure)
Avg = 50.05.
Igneous rocks
Discontinuity surface weathering: low
Texture
Outcrop face: 345/85
Grain size
Porphyritic (lge phenocrysts enclosed in fine grained matrix)
Aphyric (no phenocrysts present)
Aphanitic (minerals not visible to naked eye)
Phaneritic (minerals visible to naked eye)
Glomeroporphyritic (phenocrysts grouped in clusters)
APPENDIX F
Rock mass field description data sheet: 13_03_02
Location: Haulage rd, 1st logging area, bushwhacking up lower step on NW flank of Main Cone SW of 100 m marker summit track. Indurated andesitic outcrop.
Sample: 13_03_03
Easting: 2836790
Photo: 13_03_07, 08
Northing: 6338010
1) Weathering
1. Unweathered/ fresh
2. Slightly weathered
Slope height: 10m
Elevation: 278m
2) Color
1. Light
2. Dark
Slope length: 14m
Date: 13/03/06
Waypoint:49
Sheet:1 of 1
Sketch: no
3a) Bedding (inclination)
Sub-horizontal (0 - 5)
Gently inclined (6 - 15)
Accompanyscanline: no
3b) Bedding (thickness)
Thinly laminated (< 2mm)
Laminated (2 - 6mm)
1. pinkish
2. reddish
1.Pink
2. Red
3. Moderately weathered
3. yellowish
3. Yellow
4. Highly weathered
4. brownish
4. Brown
Not
Steeply applicable
inclined (31 - 60)
5. Completely weathered
5. olive
Mod thin (60 - 200mm)
6. greenish
5. Olive
6. Green
Very steeply inclined (61 - 80)
6. Residual soil
Sub-vertical (81 - 90)
Mod thick (0.2 0.6mm)
6) General discont. desc.
7. bluish
7. Blue
3c) Grain size
Thick (0.6 - 2m)
Orientation: 293/70; 212/65;
140/72.5; 110/10
8. greyish
8. White
1. very coarse (>60 mm)
Very thick (> 2m)
9. Grey
10. Black
2. coarse (2-60 mm)
3d) Fabric
Aperture: up to 8, mostly 7
Infilling: Plants, soil, open, moss,
no grit.
Roughness: 5
Type: J
Persistence: 3
Block shape
1. massive
2. blocky
3. tabular
4. columnar
5. irregular
6. crushed
Block size
3
1. Very large blocks (<1.0 j/m )
2. Large blocks (1-3)
3. Medium-sized blocks (3-10)
4. Small blocks (10-30)
5. Very small blocks (>30)
Moderatley inclined (16 - 30)
Number of joint sets
1. Massive, occas random joints
2. One joint set
3. One joint set plus random
4. Two joint sets
5. Two joint sets plus random
6. Three joint sets
7. Three joint sets plus random
8. Four or more joint sets
9. Crushed rock, earth-like
3. medium (60µ to 2mm)
4. fine (2-60 µ)
5. very fine (<2 µ)
Joint spacing
1. Extremely close spacing (<20 mm)
2. Very close spacing (20-60mm)
3. Close spacing (60-200mm)
4. Moderate spacing (200-600mm)
5. Wide spacing ( 600mm-2m)
6. Very wide spacing (2-6m)
7. Extremely wide spacing (>6m)
Seepage (unfilled)
Seepage (filled)
1. tight/dry, flow not appear possible
1. infill consolidated/dry, flow unlikely dt low perm
2. dry, no evidence of flow
2. infill damp no free water
3. dry, evidence of flow (staining)
3. infill wet, occasional drip
4. damp, no free water
4. cont. flow with outwash (l/min)
5. seepage/drips, not continuous
5. washed out locally (l/min & pressure)
6. contin flow (l/min & pressure)
6. washed out completely (l/min & pressure)
Igneous rocks
Grain size
Aphanitic (minerals not visible to naked eye)
Phaneritic (minerals visible to naked eye)
Not
applicable
Not
Thin (20applicable
- 60mm)
Very thin (6 - 20mm)
1. Fine fabric (< 25mm)
2. Coarse fabric (25 - 100mm)
3. Massive (No fabric observed)
Texture
1. Crystalline
2. Granular
3. Glassy
4) ROCK NAME
Indurated andesite
5) Compressive Strength (Mpa)
R0 Extremely weak rock: compressive strength = 0.25-1.0
point load = <1
R1 Very weak rock: compressive strength = 1.0-5.0
point load = <1
R2 Weak rock: compressive strength = 5.0-20
point load = <1
R3 Medium strong rock: compressive strength = 20-50
point load = 1-2
R4 Strong rock: compressive strength = 50-100
point load = 2-5
R5 Very strong rock: compressive strength = 100-250
point load = 5-10
R6 Extremely strong rock: compressive strength = >250
point load = >10
Comments
Oxidised white crystals (refer sample).
Not a pinkish tinge in samples that became acustomed to on 4wd track samples.
Schmidt: 48, 48, 50, 52, 46, 48, 52, 49, 53, 52, 53, 48, 52, 54, 55, 52, 48, 48, 54, 53.
Avg = 50.75.
Grain size: 10%/90% : coarse/medium.
Number of joint sets: difficult to determine (at least two).
Outcrop face: 315/75
Discontinuity surface weathering: low
Texture
Porphyritic (lge phenocrysts enclosed in fine grained matrix)
Aphyric (no phenocrysts present)
Glomeroporphyritic (phenocrysts grouped in clusters)
Rock mass field description data sheet: 13_03_03
Location: Haulage rd, 1st logging area, bushwhacking up lower step on NW flank of Main Cone SW of 100 m marker summit track. Indurated andesitic outcrop.
Sample: 13_03_05
Easting: 2836755
Photo: 13_03_10; 11
Northing: 6338067
1) Weathering
1. Unweathered/ fresh
2. Slightly weathered
2) Color
1. Light
2. Dark
Slope height: 10m
Elevation: 239m
Slope length: 15m
Date: 13/03/06
1. pinkish
2. reddish
1.Pink
2. Red
3. Moderately weathered
3. yellowish
4. Highly weathered
4. brownish
3. Yellow
4. Brown
Waypoint: 50
Sheet: 1of 1
Sketch: no
3a) Bedding (inclination)
Sub-horizontal (0 - 5)
Gently inclined (6 - 15)
Not
Steeply applicable
inclined (31 - 60)
Moderatley inclined (16 - 30)
Accompany scanline :no
3b) Bedding (thickness)
Thinly laminated (< 2mm)
Laminated (2 - 6mm)
Not
Thin (20applicable
- 60mm)
Very thin (6 - 20mm)
5. Completely weathered
5. olive
6. Residual soil
6. greenish
5. Olive
6. Green
7. bluish
7. Blue
3c) Grain size
Thick (0.6 - 2m)
8. greyish
8. White
1. very coarse (>60 mm)
Very thick (> 2m)
9. Grey
10. Black
2. coarse (2-60 mm)
3d) Fabric
6) General discont. desc.
Orientation: 345/70; 150/30; 060/70
Aperture: 3/4
Infilling: Moss, white infill seen @
waypoiny 48
Roughness: 7
Type: J
Persistence: 3
Block shape
1. massive
2. blocky
3. tabular
4. columnar
5. irregular
6. crushed
Block size
1. Very large blocks (<1.0 j/m3)
2. Large blocks (1-3)
3. Medium-sized blocks (3-10)
4. Small blocks (10-30)
5. Very small blocks (>30)
Very steeply inclined (61 - 80)
Mod thin (60 - 200mm)
Sub-vertical (81 - 90)
Mod thick (0.2 0.6mm)
Number of joint sets
1. Massive, occas random joints
2. One joint set
3. One joint set plus random
4. Two joint sets
5. Two joint sets plus random
6. Three joint sets
7. Three joint sets plus random
8. Four or more joint sets
9. Crushed rock, earth-like
3. medium (60µ to 2mm)
4. fine (2-60 µ)
5. very fine (<2 µ)
Joint spacing
1. Extremely close spacing (<20 mm)
2. Very close spacing (20-60mm)
3. Close spacing (60-200mm)
4. Moderate spacing (200-600mm)
5. Wide spacing ( 600mm-2m)
6. Very wide spacing (2-6m)
7. Extremely wide spacing (>6m)
Seepage (unfilled)
Seepage (filled)
1. Fine fabric (< 25mm)
2. Coarse fabric (25 - 100mm)
3. Massive (No fabric observed)
Texture
1. Crystalline
2. Granular
3. Glassy
Comments
4) ROCK NAME
Indurated andesite
5) Compressive Strength (Mpa)
R0 Extremely weak rock: compressive strength = 0.25-1.0
point load = <1
R1 Very weak rock: compressive strength = 1.0-5.0
point load = <1
R2 Weak rock: compressive strength = 5.0-20
point load = <1
R3 Medium strong rock: compressive strength = 20-50
point load = 1-2
R4 Strong rock: compressive strength = 50-100
point load = 2-5
R5 Very strong rock: compressive strength = 100-250
point load = 5-10
R6 Extremely strong rock: compressive strength = >250
point load = >10
Joint spacing: close to 2m.
Seepage (unfilled): Rust stainging again.
Seepage (filled): moss = damp, however white infill looks impermeable.
Sample shows evidence (scoriaceous brown stuff internal on sample) that scoriaceous
1. tight/dry, flow not appear possible
1. infill consolidated/dry, flow unlikely dt low perm
rock may be result of weathering.
2. dry, no evidence of flow
2. infill damp no free water
3. dry, evidence of flow (staining)
3. infill wet, occasional drip
Schmidt hammer: 54, 56, 53, 54, 55, 56, 54, 49, 54, 56, 56, 55, 54, 50, 51, 51, 50, 52,
4. damp, no free water
4. cont. flow with outwash (l/min)
53, 56. Avg = 53.45.
Outcrop face: 345/70
5. washed out locally (l/min & pressure)
5. seepage/drips, not continuus
6. contin flow (l/min & pressure)
6. washed out completely (l/min & pressure)
Discontinuity surface weathering: low
Igneous rocks
Texture
Grain size: 10%/90% : coarse/medium.
Grain size
Porphyritic (lge phenocrysts enclosed in fine grained matrix)
Aphanitic (minerals not visible to naked eye)
Aphyric (no phenocrysts present)
Phaneritic (minerals visible to naked eye)
Glomeroporphyritic (phenocrysts grouped in clusters)
APPENDIX F
Rock mass field description data sheet: 14_03_01
Location: Haulage rd, 2nd logging area, bushwacking up main dome on NW flank. Indurated dacitic outcrop.
Sample: 14_03_01
Photo: 14_03_01, 02
Easting: 2836443
Northing: 6337277
2) Color
1. Light
2. Dark
1) Weathering
1. Unweathered/ fresh
2. Slightly weathered
Slope height: 10m
Elevation: 235m
Slope length: 4m
Date: 14/3/06
Waypoint: 51
Sheet: 1 of 1
Sketch: no
Accompany scanline: no
3b) Bedding (thickness)
Thinly laminated (< 2mm)
Laminated (2 - 6mm)
3a) Bedding (inclination)
Sub-horizontal (0 - 5)
Gently inclined (6 - 15)
1. pinkish
2. reddish
1.Pink
2. Red
3. Moderately weathered
3. yellowish
3. Yellow
4. Highly weathered
4. brownish
4. Brown
Not
Steeply applicable
inclined (31 - 60)
5. Completely weathered
5. olive
Mod thin (60 - 200mm)
6. greenish
5. Olive
6. Green
Very steeply inclined (61 - 80)
6. Residual soil
Sub-vertical (81 - 90)
Mod thick (0.2 0.6mm)
6) General discont. desc.
7. bluish
7. Blue
3c) Grain size
Thick (0.6 - 2m)
8. greyish
8. White
1. very coarse (>60 mm)
Very thick (> 2m)
9. Grey
10. Black
2. coarse (2-60 mm)
Orientation: 250/85; 200/80; 250/ 60
Aperture: up to 8. Mostly 6/7
Infilling: Open, soil, blocks, plants
Roughness: 5
Type: J
Persistence: 3
Block shape
1. massive
2. blocky
3. tabular
4. columnar
5. irregular
6. crushed
Block size
1. Very large blocks (<1.0 j/m3)
2. Large blocks (1-3)
3. Medium-sized blocks (3-10)
4. Small blocks (10-30)
5. Very small blocks (>30)
Not
Thin (20applicable
- 60mm)
Moderatley inclined (16 - 30)
Number of joint sets
1. Massive, occas random joints
2. One joint set
3. One joint set plus random
4. Two joint sets
5. Two joint sets plus random
6. Three joint sets
7. Three joint sets plus random
8. Four or more joint sets
9. Crushed rock, earth-like
3. medium (60µ to 2mm)
4. fine (2-60 µ)
5. very fine (<2 µ)
Joint spacing
1. Extremely close spacing (<20 mm)
2. Very close spacing (20-60mm)
3. Close spacing (60-200mm)
4. Moderate spacing (200-600mm)
5. Wide spacing ( 600mm-2m)
6. Very wide spacing (2-6m)
7. Extremely wide spacing (>6m)
Seepage (unfilled)
Seepage (filled)
Very thin (6 - 20mm)
1. infill consolidated/dry, flow unlikely dt low perm
3. dry, evidence of flow (staining)
3. infill wet, occasional drip
4. cont. flow with outwash (l/min)
6. contin flow (l/min & pressure)
6. washed out completely (l/min & pressure)
point load = <1
point load = <1
R2 Weak rock: compressive strength = 5.0-20
point load = <1
R3 Medium strong rock: compressive strength = 20-50
point load = 1-2
R4 Strong rock: compressive strength = 50-100
point load = 2-5
R5 Very strong rock: compressive strength = 100-250
point load = 5-10
R6 Extremely strong rock: compressive strength = >250
point load = >10
Comments
2. infill damp no free water
5. washed out locally (l/min & pressure)
5) Compressive Strength (Mpa)
R0 Extremely weak rock: compressive strength = 0.25-1.0
3d) Fabric
2. dry, no evidence of flow
5. seepage/drips, not continuous
Indurated dacite
R1 Very weak rock: compressive strength = 1.0-5.0
1. Fine fabric (< 25mm)
2. Coarse fabric (25 - 100mm)
3. Massive (No fabric observed)
Texture
1. Crystalline
2. Granular
3. Glassy
1. tight/dry, flow not appear possible
4. damp, no free water
4) ROCK NAME
Joint spacing: difficult to interpret with ltd exposure.
Number of joint sets: at least 1 obvious.
Looks like first time that this grey rock has been seen. Same as grey rock sample
13_03_07 that was collected off fallen blocks yesterday on toitoi track track below.
Schmidt: 45, 34, 29 26, 39, 34, 33, 34, 29, 30, 36, 40, 41, 31, 31, 39, 37, 38, 31, 33.
Grain size: 30%/70% coarse/medium.
Outcrop face: 250/85
Discontinuity surface weathering: low
Texture
Porphyritic (lge phenocrysts enclosed in fine grained matrix)
Aphyric (no phenocrysts present)
Glomeroporphyritic (phenocrysts grouped in clusters)
Igneous rocks
Grain size
Aphanitic (minerals not visible to naked eye)
Phaneritic (minerals visible to naked eye)
Rock mass field description data sheet: 14_03_02 (point load samples)
Location: Haulage rd, 2nd logging area, bushwacking up main dome on NW flank. Indurated dacitic outcrop.
Sample: 14_03_02
Photo: 03_06_01
Easting: 2836462
Northing: 6337282
1) Weathering
1. Unweathered/ fresh
2. Slightly weathered
Slope height: 10m
Elevation: 330m
2) Color
1. Light
2. Dark
Slope length: 9m
Date: 14/03/06
1. pinkish
2. reddish
1.Pink
2. Red
3. Moderately weathered
Waypoint: 52
Sheet: 1 of 1
Sketch: no
3a) Bedding (inclination)
Sub-horizontal (0 - 5)
Gently inclined (6 - 15)
Accompany scanline: 14_03_01
3b) Bedding (thickness)
Thinly laminated (< 2mm)
Laminated (2 - 6mm)
Not(16 - 30)
Moderatley inclined
Steeply applicable
inclined (31 - 60)
Not
Very thin (6 - 20mm)
Thin (20applicable
- 60mm)
3. yellowish
3. Yellow
4. Highly weathered
4. brownish
4. Brown
5. Completely weathered
5. olive
Very steeply inclined (61 - 80)
Mod thin (60 - 200mm)
6. Residual soil
6. greenish
5. Olive
6. Green
Sub-vertical (81 - 90)
Mod thick (0.2 0.6mm)
7. bluish
7. Blue
3c) Grain size
Thick (0.6 - 2m)
8. greyish
8. White
1. very coarse (>60 mm)
Very thick (> 2m)
9. Grey
10. Black
2. coarse (2-60 mm)
3d) Fabric
6) General discont. desc.
Orientation: 250/65; 200/70;
Aperture: 7
Infilling: open, blocks
Roughness: 5
Type: J
Persistence: 3
Block shape
1. massive
2. blocky
3. tabular
4. columnar
5. irregular
6. crushed
Block size
1. Very large blocks (<1.0 j/m3)
2. Large blocks (1-3)
3. Medium-sized blocks (3-10)
4. Small blocks (10-30)
5. Very small blocks (>30)
Number of joint sets
1. Massive, occas random joints
2. One joint set
3. One joint set plus random
4. Two joint sets
5. Two joint sets plus random
6. Three joint sets
7. Three joint sets plus random
8. Four or more joint sets
9. Crushed rock, earth-like
3. medium (60µ to 2mm)
4. fine (2-60 µ)
5. very fine (<2 µ)
Joint spacing
1. Extremely close spacing (<20 mm)
2. Very close spacing (20-60mm)
3. Close spacing (60-200mm)
4. Moderate spacing (200-600mm)
5. Wide spacing ( 600mm-2m)
6. Very wide spacing (2-6m)
7. Extremely wide spacing (>6m)
Seepage (unfilled)
Seepage (filled)
1. tight/dry, flow not appear possible
1. infill consolidated/dry, flow unlikely dt low perm
2. dry, no evidence of flow
3. dry, evidence of flow (staining)
2. infill damp no free water
3. infill wet, occasional drip
4. damp, no free water
4. cont. flow with outwash (l/min)
5. seepage/drips, not continuous
5. washed out locally (l/min & pressure)
6. contin flow water (l/min & pressure)
6. washed out completely (l/min & pressure)
Igneous rocks
Grain size
Aphanitic (minerals not visible to naked eye)
Phaneritic (minerals visible to naked eye)
1. Fine fabric (< 25mm)
2. Coarse fabric (25 - 100mm)
3. Massive (No fabric observed)
Texture
1. Crystalline
2. Granular
3. Glassy
Comments
4) ROCK NAME
Indurated dacite
5) Compressive Strength (Mpa)
R0 Extremely weak rock: compressive strength = 0.25-1.0
point load = <1
R1 Very weak rock: compressive strength = 1.0-5.0
point load = <1
R2 Weak rock: compressive strength = 5.0-20
point load = <1
R3 Medium strong rock: compressive strength = 20-50
point load = 1-2
R4 Strong rock: compressive strength = 50-100
point load = 2-5
R5 Very strong rock: compressive strength = 100-250
point load = 5-10
R6 Extremely strong rock: compressive strength = >250
point load = >10
Grain size: 30%/70% coarse/medium.
Grey rock again as in previous waypoint 51. Different lava though from 4wd summit track?
Outcrop face: 154/85
Joints more open, infill less gritty and blocks larger than on summit 4wd track.
Schmidt: 42, 37, 29, 30, 38, 35, 34, 30, 35, 30, 41, 31, 32, 35, 33, 34, 41, 40, 34, 39.
Discontinuity surface weathering: low
Texture
Porphyritic (lge phenocrysts enclosed in fine grained matrix)
Aphyric (no phenocrysts present)
Glomeroporphyritic (phenocrysts grouped in clusters)
APPENDIX F
Rock mass field description data sheet: 19_03_01 (point load samples)
Location: Approximatley 20 m NE off summit 4wd drive between 2nd switchback and fork.
Sample: 19_01_01 (indurated), 02 (scoriaceous and for point load)
Photo: 19_03_02-11(pan),12-13 (thin valley walkthru), 14-18 (mini tomos), 19-20 RMD/scanline outcrop, 21 (RMD/scanline)
Slope height: 12m
Slope length: 25m
Waypoint: 20m inside summit 4wd track from waypoint 33
Easting: 2837808
Northing: 6336858
1) Weathering
1. Unweathered/ fresh
2. Slightly weathered
Elevation: 672m
2) Color
1. Light
2. Dark
Date: 19/03/06
1. pinkish
2. reddish
1.Pink
2. Red
3. Moderately weathered
3. yellowish
3. Yellow
4. Highly weathered
4. brownish
4. Brown
5. Completely weathered
5. olive
6. Residual soil
6. greenish
5. Olive
6. Green
6) General discont. desc.
7. bluish
7. Blue
8. greyish
Orientation: 015/45; 155/75; 022/85
Aperture: 8
Infilling:scoriaceous gravel/silt, soil
with clayey feel (dt wet?)
Roughness: 1 (rough, stepped)
Type: J
Persistence: 4 (just over 10m)
Block shape
1. massive
2. blocky
3. tabular
4. columnar
5. irregular
6. crushed
Block size
3
1. Very large blocks (<1.0 j/m )
2. Large blocks (1-3)
3. Medium-sized blocks (3-10)
4. Small blocks (10-30)
5. Very small blocks (>30)
Number of joint sets
1. Massive, occas random joints
2. One joint set
3. One joint set plus random
4. Two joint sets
5. Two joint sets plus random
6. Three joint sets
7. Three joint sets plus random
8. Four or more joint sets
9. Crushed rock, earth-like
Sheet: 1of 1
Sketch: no
Not
Steeply applicable
inclined (31 - 60)
Not
Thin (20applicable
- 60mm)
Very steeply inclined (61 - 80)
Mod thin (60 - 200mm)
Sub-vertical (81 - 90)
Mod thick (0.2 0.6mm)
3c) Grain size
Thick (0.6 - 2m)
8. White
1. very coarse (>60 mm)
Very thick (> 2m)
9. Grey
10. Black
2. coarse (2-60 mm)
3d) Fabric
Seepage (filled)
1. infill consolidated/dry, flow unlikely dt low perm
3. infill wet, occasional drip
4. damp, no free water
4. cont. flow with outwash (l/min)
5. seepage/drips, not continuous
5. washed out locally (l/min & pressure)
6. contin flow (l/min & pressure)
6. washed out completely (l/min & pressure)
Grain size
Aphanitic (minerals not visible to naked eye)
Phaneritic (minerals visible to naked eye)
Scoriaceous andesite
5) Compressive Strength (Mpa)
R0 Extremely weak rock: compressive strength = 0.25-1.0
point load = <1
R1 Very weak rock: compressive strength = 1.0-5.0
point load = <1
R2 Weak rock: compressive strength = 5.0-20
point load = <1
1. Fine fabric (< 25mm)
2. Coarse fabric (25 - 100mm)
3. Massive (No fabric observed)
Texture
1. Crystalline
2. Granular
3. Glassy
R3 Medium strong rock: compressive strength = 20-50
point load = 1-2
R4 Strong rock: compressive strength = 50-100
point load = 2-5
R5 Very strong rock: compressive strength = 100-250
point load = 5-10
R6 Extremely strong rock: compressive strength = >250
point load = >10
Comments
Grain size: 20%/80%:coarse/medium.
Joint spacing: just over 2m.
Seepage (unfilled): damp perhaps to moss/valley envt.
Block shape: refer photo 19-20.
Number of joint sets: moss makes it hard to see rock surface. It highlights major joints
but hides minor joints (photos 19-21).
Schmidt: 18, 16, 19, 16, 18, 15, 14, 18, 15, 15, 15, 18, 16, 18, 18, 19, 15, 19, 18, 18. Avg = 16.9.
Outcrop face: 350/85
Discontinuity surface weathering: moderate
2. infill damp no free water
3. dry, evidence of flow (staining)
4) ROCK NAME
Very thin (6 - 20mm)
3. medium (60µ to 2mm)
4. fine (2-60 µ)
5. very fine (<2 µ)
Joint spacing
1. Extremely close spacing (<20 mm)
2. Very close spacing (20-60mm)
3. Close spacing (60-200mm)
4. Moderate spacing (200-600mm)
5. Wide spacing ( 600mm-2m)
6. Very wide spacing (2-6m)
7. Extremely wide spacing (>6m)
1. tight/dry, flow not appear possible
Igneous rocks
3b) Bedding (thickness)
Thinly laminated (< 2mm)
Laminated (2 - 6mm)
Moderatley inclined (16 - 30)
Seepage (unfilled)
2. dry, no evidence of flow
Accompany scanline: 19_03_01
3a) Bedding (inclination)
Sub-horizontal (0 - 5)
Gently inclined (6 - 15)
Texture
Porphyritic (lge phenocrysts enclosed in fine grained matrix)
Aphyric (no phenocrysts present)
Glomeroporphyritic (phenocrysts grouped in clusters)
Rock mass field description data sheet: 20_03_01 (point load samples)
Location: Summit 4wd track, right at fork, crater wall. Hydrothermally altered? andesite similar to that of waypt 11 20 m prior.
Sample: 20_03_01 (pointload)
Easting:2837851
Photo: 20_03_01, 2, 3 (outcrop), 4 (how crumbly rock is relative to weathered surface)
Northing: 6337135
1) Weathering
1. Unweathered/ fresh
2. Slightly weathered
2) Color
1. Light
2. Dark
Elevation: 758m
Date: 20/03/06
Sheet:1 of 1
Sketch: no
3a) Bedding (inclination)
Sub-horizontal (0 - 5)
Gently inclined (6 - 15)
Slope height: 15m
3b) Bedding (thickness)
Thinly laminated (< 2mm)
Laminated (2 - 6mm)
1. pinkish
2. reddish
1.Pink
2. Red
3. Moderately weathered
3. yellowish
3. Yellow
4. Highly weathered
4. brownish
4. Brown
Not
Steeply applicable
inclined (31 - 60)
5. Completely weathered
5. olive
Mod thin (60 - 200mm)
6. greenish
5. Olive
6. Green
Very steeply inclined (61 - 80)
6. Residual soil
Sub-vertical (81 - 90)
Mod thick (0.2 0.6mm)
7. bluish
7. Blue
3c) Grain size
Thick (0.6 - 2m)
8. greyish
8. White
1. very coarse (>60 mm)
Very thick (> 2m)
9. Grey
10. Black
2. coarse (2-60 mm)
3d) Fabric
6) General discont. desc.
Orientation: 307/65; 250/70; 165/45
Aperture: 6
Infilling: Soil, scoriaceous grit, loose Number of joint sets
1. Massive, occas random joints
blocks, talus
Roughness: 1
2. One joint set
Type: J
3. One joint set plus random
Persistence: 2
4. Two joint sets
Block shape
5. Two joint sets plus random
1. massive
6. Three joint sets
2. blocky
7. Three joint sets plus random
3. tabular
8. Four or more joint sets
4. columnar
9. Crushed rock, earth-like
5. irregular
Seepage (unfilled)
6. crushed
1. tight/dry, flow not appear possible
Block size
2. dry, no evidence of flow
3
1. Very large blocks (<1.0 j/m )
3. dry, evidence of flow (staining)
2. Large blocks (1-3)
4. damp, no free water
3. Medium-sized blocks (3-10)
5. seepage/drips, not continuous
4. Small blocks (10-30)
6. contin flow (l/min & pressure)
Texture
Igneous rocks
5. Very small blocks (>30)
Grain size
Aphanitic (minerals not visible to naked eye)
Phaneritic (minerals visible to naked eye)
Moderatley inclined (16 - 30)
3. medium (60µ to 2mm)
4. fine (2-60 µ)
5. very fine (<2 µ)
Joint spacing
1. Extremely close spacing (<20 mm)
2. Very close spacing (20-60mm)
3. Close spacing (60-200mm)
4. Moderate spacing (200-600mm)
5. Wide spacing ( 600mm-2m)
6. Very wide spacing (2-6m)
7. Extremely wide spacing (>6m)
Slope length: 10m
Waypoint: same as 40
Accompany scanline: 20_03_01
Not
Thin (20applicable
- 60mm)
Very thin (6 - 20mm)
1. Fine fabric (< 25mm)
2. Coarse fabric (25 - 100mm)
3. Massive (No fabric observed)
Texture
1. Crystalline
2. Granular
3. Glassy
Comments
4) ROCK NAME
Altered andesite
5) Compressive Strength (Mpa)
R0 Extremely weak rock: compressive strength = 0.25-1.0
point load = <1
R1 Very weak rock: compressive strength = 1.0-5.0
point load = <1
R2 Weak rock: compressive strength = 5.0-20
point load = <1
R3 Medium strong rock: compressive strength = 20-50
point load = 1-2
R4 Strong rock: compressive strength = 50-100
point load = 2-5
R5 Very strong rock: compressive strength = 100-250
point load = 5-10
R6 Extremely strong rock: compressive strength = >250
point load = >10
Fabric: semi-slatey appearance (similar to waypoint 29 ) but weaker.
Grain size: 90%/10%:medium/coarse. Appears finer grained than most samples.
First strength rating this low.
Seepage (filled): difficult to categorise here and at other outcrops as no present flow,
1. infill consolidated/dry, flow unlikely dt low perm
however flow is possible perhaps during wetter periods.
2. infill damp no free water
3. infill wet, occasional drip
Schmidt: quite difficult to measure due to rock material shattering. 15, 16, 15, 14, 18,
20, 13, 12, 15, 15, 15, 14, 16, 17, 14, 15, 14, 16, 18, 14.
4. cont. flow with outwash (l/min)
Colour: greyish = weathered outer; red = oxidation/altered? Inner.
5. washed out locally (l/min & pressure)
Outcrop face: 340/80
6. washed out completely (l/min & pressure)
Compressive strength: weak tendency contrasts most rock units seen
previously on 4wd track
Porphyritic (lge phenocrysts enclosed in fine grained matrix)
Discontinuity surface weathering: high
Aphyric (no phenocrysts present)
Glomeroporphyritic (phenocrysts grouped in clusters)
Seepage (filled)
APPENDIX F
Rock mass field description data sheet: 21_03_01
Location: Overlooking McKee rd quarry. Bushwhacked up NE flank of Main Cone close to powerlines to indurated andesitic outcrop.
Sample: 21_03_01
Easting: 2837974
Photo: none taken
Northing: 6338241
1) Weathering
1. Unweathered/ fresh
2. Slightly weathered
Slope height: 10m
Elevation: 280m
2) Color
1. Light
2. Dark
Slope length: 7m
Date: 21/03/06
Waypoint:60
Sheet:1 of 1
Sketch: no
Accompany scanline: no
3a) Bedding (inclination)
Sub-horizontal (0 - 5)
Gently inclined (6 - 15)
3b) Bedding (thickness)
Thinly laminated (< 2mm)
Laminated (2 - 6mm)
1. pinkish
2. reddish
1.Pink
2. Red
3. Moderately weathered
3. yellowish
3. Yellow
4. Highly weathered
4. brownish
4. Brown
Not(16 - 30)
Moderatley inclined
Steeply applicable
inclined (31 - 60)
5. Completely weathered
5. olive
Mod thin (60 - 200mm)
6. greenish
5. Olive
6. Green
Very steeply inclined (61 - 80)
6. Residual soil
Sub-vertical (81 - 90)
Mod thick (0.2 0.6mm)
6) General discont. desc.
7. bluish
7. Blue
3c) Grain size
Thick (0.6 - 2m)
8. greyish
8. White
1. very coarse (>60 mm)
Very thick (> 2m)
9. Grey
10. Black
2. coarse (2-60 mm)
3d) Fabric
Orientation: 130/65; 280/60
Aperture: 7 dominantly & max
Infilling: open, plants, blocks, soil
Roughness: 4 (ruff undulating)
Type: J
Persistence: 2
Block shape
1. massive
2. blocky
3. tabular
4. columnar
5. irregular
6. crushed
Block size
1. Very large blocks (<1.0 j/m3)
2. Large blocks (1-3)
3. Medium-sized blocks (3-10)
4. Small blocks (10-30)
5. Very small blocks (>30)
Number of joint sets
1. Massive, occas random joints
2. One joint set
3. One joint set plus random
4. Two joint sets
5. Two joint sets plus random
6. Three joint sets
7. Three joint sets plus random
8. Four or more joint sets
9. Crushed rock, earth-like
3. medium (60µ to 2mm)
4. fine (2-60 µ)
5. very fine (<2 µ)
Joint spacing
1. Extremely close spacing (<20 mm)
2. Very close spacing (20-60mm)
3. Close spacing (60-200mm)
4. Moderate spacing (200-600mm)
5. Wide spacing ( 600mm-2m)
6. Very wide spacing (2-6m)
7. Extremely wide spacing (>6m)
Seepage (unfilled)
Seepage (filled)
1. tight/dry, flow not appear possible
1. infill consolidated/dry, flow unlikely dt low perm
2. dry, no evidence of flow
2. infill damp no free water
3. dry, evidence of flow (staining)
3. infill wet, occasional drip
4. damp, no free water
4. cont. flow with outwash (l/min)
5. seepage/drips, not continuous
5. washed out locally (l/min & pressure)
6. contin flow (l/min & pressure)
6. washed out completely (l/min & pressure)
Igneous rocks
Grain size
Aphanitic (minerals not visible to naked eye)
Phaneritic (minerals visible to naked eye)
Not
Very thin (6 - 20mm)
Thin (20applicable
- 60mm)
1. Fine fabric (< 25mm)
2. Coarse fabric (25 - 100mm)
3. Massive (No fabric observed)
Texture
1. Crystalline
2. Granular
3. Glassy
4) ROCK NAME
Indurated andesite
5) Compressive Strength (Mpa)
R0 Extremely weak rock: compressive strength = 0.25-1.0
point load = <1
R1 Very weak rock: compressive strength = 1.0-5.0
point load = <1
R2 Weak rock: compressive strength = 5.0-20
point load = <1
R3 Medium strong rock: compressive strength = 20-50
point load = 1-2
R4 Strong rock: compressive strength = 50-100
point load = 2-5
R5 Very strong rock: compressive strength = 100-250
point load = 5-10
R6 Extremely strong rock: compressive strength = >250
point load = >10
Comments
Grain size: 20%:80%/coarse:medium.
Block shape: blocky at top, tabular at base.
Outcrop similar from to pinkish grey andesite on 4wd track.
Schmidt: 40/42/38 (wet, steep, hard to get values, these are general results).
Indurated, Non-scoriaceous appearance.
# of joint sets: two plus random at least.
Outcrop face: 028/80
Discontinuity surface weathering: low
Texture
Porphyritic (lge phenocrysts enclosed in fine grained matrix)
Aphyric (no phenocrysts present)
Glomeroporphyritic (phenocrysts grouped in clusters)
Rock mass field description data sheet: 21_03_02
Location: Indurated andesitic outcropp overlooking McKee-Tarawera rd junction. Accessed from McKee Rd quarry but could also scramble up McKee roadside cutting by logs.
Sample: 21_03_02
Easting: 2837438
Photo: 21_03_05; 6; 7
Northing:
1) Weathering
1. Unweathered/ fresh
2. Slightly weathered
6338504
Slope length: 10m
Date: 21/03/06
Waypoint: 61
Sheet: 1 of 1
Sketch: no
Accompany scanline: no
1. pinkish
2. reddish
1.Pink
2. Red
3a) Bedding (inclination)
Sub-horizontal (0 - 5)
Gently inclined (6 - 15)
3. Moderately weathered
3. yellowish
3. Yellow
Moderatley inclined (16 - 30)
4. Highly weathered
4. brownish
4. Brown
Not
Steeply applicable
inclined (31 - 60)
5. Completely weathered
5. olive
Mod thin (60 - 200mm)
6. greenish
5. Olive
6. Green
Very steeply inclined (61 - 80)
6. Residual soil
Sub-vertical (81 - 90)
Mod thick (0.2 0.6mm)
7. bluish
7. Blue
3c) Grain size
Thick (0.6 - 2m)
8. greyish
8. White
1. very coarse (>60 mm)
Very thick (> 2m)
9. Grey
10. Black
2. coarse (2-60 mm)
3d) Fabric
6) General discont. desc.
2) Color
1. Light
2. Dark
Slope height: 7m
Elevation: 146m
Orientation: 015/80; 085/55
Aperture: 5/6
Infilling: open, plants, soil, too
narrow for blocks
Roughness: 5 (smooth, undulat8)
Type: J
Persistence: 2
Block shape
1. massive
2. blocky
3. tabular
4. columnar
5. irregular
6. crushed
Block size
1. Very large blocks (<1.0 j/m3)
2. Large blocks (1-3)
3. Medium-sized blocks (3-10)
4. Small blocks (10-30)
5. Very small blocks (>30)
Number of joint sets
1. Massive, occas random joints
2. One joint set
3. One joint set plus random
4. Two joint sets
5. Two joint sets plus random
6. Three joint sets
7. Three joint sets plus random
8. Four or more joint sets
9. Crushed rock, earth-like
3. medium (60µ to 2mm)
4. fine (2-60 µ)
5. very fine (<2 µ)
Joint spacing
1. Extremely close spacing (<20 mm)
2. Very close spacing (20-60mm)
3. Close spacing (60-200mm)
4. Moderate spacing (200-600mm)
5. Wide spacing ( 600mm-2m)
6. Very wide spacing (2-6m)
7. Extremely wide spacing (>6m)
Seepage (unfilled)
Seepage (filled)
1. tight/dry, flow not appear possible
1. infill consolidated/dry, flow unlikely dt low perm
2. dry, no evidence of flow
2. infill damp no free water
3. dry, evidence of flow (staining)
3. infill wet, occasional drip
4. damp, no free water
4. cont. flow with outwash (l/min)
5. seepage/drips, not continuous
(l/min &
5. washed out locally (l/min & pressure)
out
Igneous rocks
Grain size
Aphanitic (minerals not visible to naked eye)
Phaneritic (minerals visible to naked eye)
3b) Bedding (thickness)
Thinly laminated (< 2mm)
Laminated (2 - 6mm)
Very thin (6 - 20mm)
Not
Thin (20applicable
- 60mm)
1. Fine fabric (< 25mm)
2. Coarse fabric (25 - 100mm)
3. Massive (No fabric observed)
Texture
1. Crystalline
2. Granular
3. Glassy
Comments
4) ROCK NAME
Indurated andesite
5) Compressive Strength (Mpa)
R0 Extremely weak rock: compressive strength = 0.25-1.0
point load = <1
R1 Very weak rock: compressive strength = 1.0-5.0
point load = <1
R2 Weak rock: compressive strength = 5.0-20
point load = <1
R3 Medium strong rock: compressive strength = 20-50
point load = 1-2
R4 Strong rock: compressive strength = 50-100
point load = 2-5
R5 Very strong rock: compressive strength = 100-250
point load = 5-10
R6 Extremely strong rock: compressive strength = >250
point load = >10
Semi-scoriaceous rock - appears to grade from scoriaceous @ base edges to
indurated @ centre (refer photo).
Very irregular joints, difficult to measure.
This outcrop seems to be on Eastern side of the outcrop Ifailed to get to @ second
switchback on haulage road. Same rock type?
Schmidt: 36, 34, 34, 36, 37, 36, 36, 37, 33, 38, 37, 36, 34, 34, 38, 36, 36, 37, 37, 38. A
Color: no indication of pinkish colour.
Outcrop face: 009/80
Discontinuity surface weathering: low
Texture
Porphyritic (lge phenocrysts enclosed in fine grained matrix)
Aphyric (no phenocrysts present)
Glomeroporphyritic (phenocrysts grouped in clusters)
APPENDIX F
Rock mass field description data sheet: 25_03_01
Location: 100 m marker summit track. Indurated andesitic outcrop 20 m NE off track jst after 800 m marker post.
Sample: 25_03_01 (white surface coating), 02 (v/coarse feldspars?), 03 (rock)
8m Slope length: 4m Waypoint: 62
Photo: 25_03_01 (scoriaceous), 02 (non-scoriaceous), 03, 04 (outcrop with photo 01 & 02 in corner)
Easting: 2837133
Sheet:1 of 1
Northing: 6337981
1) Weathering
1. Unweathered/ fresh
2. Slightly weathered
Elevation: 315m
2) Color
1. Light
2. Dark
Date: 25/03/06
1. pinkish
2. reddish
1.Pink
2. Red
3. Moderately weathered
3. yellowish
4. Highly weathered
4. brownish
3. Yellow
4. Brown
Sketch: no
3a) Bedding (inclination)
Sub-horizontal (0 - 5)
Gently inclined (6 - 15)
Accompany scanline: no
3b) Bedding (thickness)
Thinly laminated (< 2mm)
Laminated (2 - 6mm)
Not
Thin (20applicable
- 60mm)
Not
Steeply applicable
inclined (31 - 60)
Very thin (6 - 20mm)
Moderatley inclined (16 - 30)
5. Completely weathered
5. olive
6. Residual soil
6. greenish
5. Olive
6. Green
7. bluish
7. Blue
3c) Grain size
Thick (0.6 - 2m)
8. greyish
8. White
1. very coarse (>60 mm)
Very thick (> 2m)
9. Grey
10. Black
2. coarse (2-60 mm)
3d) Fabric
6) General discont. desc.
Orientation: 090/45; 030/70; 293/85
Aperture: 7
Infilling: Roots, blocks, grit
Roughness: 1 (ruff, stepped)
Type: J
Persistence: 3
Block shape
1. massive
2. blocky
3. tabular
4. columnar
5. irregular
6. crushed
Block size
3
1. Very large blocks (<1.0 j/m )
2. Large blocks (1-3)
3. Medium-sized blocks (3-10)
4. Small blocks (10-30)
5. Very small blocks (>30)
Very steeply inclined (61 - 80)
Mod thin (60 - 200mm)
Sub-vertical (81 - 90)
Mod thick (0.2 0.6mm)
Number of joint sets
1. Massive, occas random joints
2. One joint set
3. One joint set plus random
4. Two joint sets
5. Two joint sets plus random
6. Three joint sets
7. Three joint sets plus random
8. Four or more joint sets
9. Crushed rock, earth-like
3. medium (60µ to 2mm)
4. fine (2-60 µ)
5. very fine (<2 µ)
Joint spacing
1. Extremely close spacing (<20 mm)
2. Very close spacing (20-60mm)
3. Close spacing (60-200mm)
4. Moderate spacing (200-600mm)
5. Wide spacing ( 600mm-2m)
6. Very wide spacing (2-6m)
7. Extremely wide spacing (>6m)
Seepage (unfilled)
Seepage (filled)
1. infill consolidated/dry, flow unlikely dt low perm
2. infill damp no free water
3. dry, evidence of flow (staining)
3. infill wet, occasional drip
4. cont. flow with outwash (l/min)
5. seepage/drips, not continuous
5. washed out locally (l/min & pressure)
6. contin flow (l/min & pressure)
6. washed out completely (l/min & pressure)
Igneous rocks
Grain size
Aphanitic (minerals not visible to naked eye)
Phaneritic (minerals visible to naked eye)
Indurated andesite
5) Compressive Strength (Mpa)
R0 Extremely weak rock: compressive strength = 0.25-1.0
point load = <1
R1 Very weak rock: compressive strength = 1.0-5.0
point load = <1
R2 Weak rock: compressive strength = 5.0-20
R3 Medium strong rock: compressive strength = 20-50
point load = 1-2
R4 Strong rock: compressive strength = 50-100
point load = 2-5
R5 Very strong rock: compressive strength = 100-250
point load = 5-10
R6 Extremely strong rock: compressive strength = >250
point load = >10
Comments
2. dry, no evidence of flow
4. damp, no free water
4) ROCK NAME
point load = <1
1. Fine fabric (< 25mm)
2. Coarse fabric (25 - 100mm)
3. Massive (No fabric observed)
Texture
1. Crystalline
2. Granular
3. Glassy
1. tight/dry, flow not appear possible
Slope height:
Fabric: slaty appearance.
Grain size: very coarse/ coarse/ medium: 5%/ 25%/ 70%.
Grain size: cleavage leads assumptions that very coarse white crystals are most likely
feldspars.
Weathering: outside very scoriaceous, slaty & weaker relative to fresh (photo).
White very resistant coating on rock surface by joints (sample 25_03_01).
Schmidt: 38, 36, 42, 42, 42, 43, 43, 40, 43, 41, 41, 38, 40, 40, 42, 40, 42, 40, 40, 41. Avg
Outcrop face: 100/85
Discontinuity surface weathering: low
Texture
Porphyritic (lge phenocrysts enclosed in fine grained matrix)
Aphyric (no phenocrysts present)
Glomeroporphyritic (phenocrysts grouped in clusters)
Rock mass field description data sheet: 25_03_02
Location: 100 m marker summit track. Indurated andesitic outcrop 20 m SW of track approx 150 m up track from waypt 62.
Sample: 25_03_04
Easting: 2837200
Photo: 25_03_05/6 (both of slaty habit), 7/8/9/10 (outcrop)
Northing: 6337903
1) Weathering
1. Unweathered/ fresh
2. Slightly weathered
Elevation: 390m
2) Color
1. Light
2. Dark
Date: 25/03/06
Slope height: 12m
Sheet: 1 of 1
Slope length: 12m
Sketch: no
3a) Bedding (inclination)
Sub-horizontal (0 - 5)
Gently inclined (6 - 15)
Waypoint: 63
Accompany scanline: no
3b) Bedding (thickness)
Thinly laminated (< 2mm)
Laminated (2 - 6mm)
1. pinkish
2. reddish
1.Pink
2. Red
3. Moderately weathered
3. yellowish
3. Yellow
4. Highly weathered
4. brownish
4. Brown
Not
Steeply applicable
inclined (31 - 60)
5. Completely weathered
5. olive
Mod thin (60 - 200mm)
6. greenish
5. Olive
6. Green
Very steeply inclined (61 - 80)
6. Residual soil
Sub-vertical (81 - 90)
Mod thick (0.2 0.6mm)
7. bluish
7. Blue
3c) Grain size
Thick (0.6 - 2m)
8. greyish
8. White
1. very coarse (>60 mm)
Very thick (> 2m)
9. Grey
10. Black
2. coarse (2-60 mm)
3d) Fabric
6) General discont. desc.
Orientation: 248/65; 100/35; 312/50
Aperture: 7 (closer to 1cm)
Infilling: open, grit/gravel, roots.
Roughness: 1(ruff, stepped)
Type: J
Persistence: 2
Block shape
1. massive
2. blocky
3. tabular
4. columnar
5. irregular
6. crushed
Block size
3
1. Very large blocks (<1.0 j/m )
2. Large blocks (1-3)
3. Medium-sized blocks (3-10)
4. Small blocks (10-30)
5. Very small blocks (>30)
Moderatley inclined (16 - 30)
Number of joint sets
1. Massive, occas random joints
2. One joint set
3. One joint set plus random
4. Two joint sets
5. Two joint sets plus random
6. Three joint sets
7. Three joint sets plus random
8. Four or more joint sets
9. Crushed rock, earth-like
3. medium (60µ to 2mm)
4. fine (2-60 µ)
5. very fine (<2 µ)
Joint spacing
1. Extremely close spacing (<20 mm)
2. Very close spacing (20-60mm)
3. Close spacing (60-200mm)
4. Moderate spacing (200-600mm)
5. Wide spacing ( 600mm-2m)
6. Very wide spacing (2-6m)
7. Extremely wide spacing (>6m)
Seepage (unfilled)
Seepage (filled)
1. tight/dry, flow not appear possible
1. infill consolidated/dry, flow unlikely dt low perm
2. dry, no evidence of flow
2. infill damp no free water
3. dry, evidence of flow (staining)
3. infill wet, occasional drip
4. damp, no free water
4. cont. flow with outwash (l/min)
5. seepage/drips, not continuous
5. washed out locally (l/min & pressure)
6. contin flow (l/min & pressure)
6. washed out completely (l/min & pressure)
Igneous rocks
Grain size
Aphanitic (minerals not visible to naked eye)
Phaneritic (minerals visible to naked eye)
Not
Thin (20applicable
- 60mm)
Very thin (6 - 20mm)
1. Fine fabric (< 25mm)
2. Coarse fabric (25 - 100mm)
3. Massive (No fabric observed)
Texture
1. Crystalline
2. Granular
3. Glassy
Comments
4) ROCK NAME
Indurated andesite
5) Compressive Strength (Mpa)
R0 Extremely weak rock: compressive strength = 0.25-1.0
point load = <1
R1 Very weak rock: compressive strength = 1.0-5.0
point load = <1
R2 Weak rock: compressive strength = 5.0-20
point load = <1
R3 Medium strong rock: compressive strength = 20-50
point load = 1-2
R4 Strong rock: compressive strength = 50-100
point load = 2-5
R5 Very strong rock: compressive strength = 100-250
point load = 5-10
R6 Extremely strong rock: compressive strength = >250
point load = >10
Fabric: slaty habit (photo 05/06) as seen at previous outcrop (waypoint 62).
Strength: appeared semi-scoriaceous across consecutive joint surface ends while
indurated across joint face (parallel to joints plane). Samples show this, smaller
sample is more indurated.
Schmidt: 43, 41, 43, 43, 45, 44, 45, 46, 45, 44, 43, 46, 44, 44, 45, 41, 42, 45, 45, 43.
Avg = 43.85.
Discontinuity surface weathering: low
Outcrop face: 120/80
Texture
Porphyritic (lge phenocrysts enclosed in fine grained matrix)
Aphyric (no phenocrysts present)
Glomeroporphyritic (phenocrysts grouped in clusters)
APPENDIX F
Rock mass field description data sheet: 26_03_01
Location: Haulage rd, 1st logging area, bushwhacking base of second step on NW facing flank of Main Cone SW of 100 m marker. Indurated andesitic outcrop.
Sample: 26_03_01
Photo:26_03_01; 02
Easting: 2837047 Northing: 6337790
1) Weathering
1. Unweathered/ fresh
2. Slightly weathered
Slope height: 15m
Elevation: 380m
2) Color
1. Light
2. Dark
Slope length: 15m
Date: 26/03/06 Sheet:1 of 1
1. pinkish
2. reddish
1.Pink
2. Red
3. Moderately weathered
3. yellowish
3. Yellow
4. Highly weathered
4. brownish
5. Completely weathered
6. Residual soil
6) General discont. desc.
5. irregular
6. crushed
Block size
3
1. Very large blocks (<1.0 j/m )
2. Large blocks (1-3)
3. Medium-sized blocks (3-10)
4. Small blocks (10-30)
5. Very small blocks (>30)
Sketch: no
3a) Bedding (inclination)
Sub-horizontal (0 - 5)
Gently inclined (6 - 15)
Accompany scanline: no
3b) Bedding (thickness)
Thinly laminated (< 2mm)
Laminated (2 - 6mm)
4) ROCK NAME
Indurated andesite
4. Brown
Not
Steeply applicable
inclined (31 - 60)
Not
Thin (20applicable
- 60mm)
R0 Extremely weak rock: compressive strength = 0.25-1.0
5. olive
6. greenish
5. Olive
6. Green
Very steeply inclined (61 - 80)
Sub-vertical (81 - 90)
Mod thin (60 - 200mm)
Mod thick (0.2 0.6mm)
R1 Very weak rock: compressive strength = 1.0-5.0
7. bluish
7. Blue
3c) Grain size
Thick (0.6 - 2m)
8. greyish
8. White
1. very coarse (>60 mm)
Very thick (> 2m)
R2 Weak rock: compressive strength = 5.0-20
9. Grey
10. Black
2. coarse (2-60 mm)
3. medium (60µ to 2mm)
3d) Fabric
1. Fine fabric (< 25mm)
R3 Medium strong rock: compressive strength = 20-50
Orientation: 245/65; 070/60; 160/85
7 max, 5/6 common
Infilling: open, plants, little gravel
Roughness: 1 (ruff, stepped)
Type: J
Persistence: 3
Block shape
1. massive
2. blocky
3. tabular
4. columnar
Waypoint: 72
Moderatley inclined (16 - 30)
Number of joint sets
1. Massive, occas random joints
2. One joint set
3. One joint set plus random
4. Two joint sets
5. Two joint sets plus random
6. Three joint sets
7. Three joint sets plus random
8. Four or more joint sets
9. Crushed rock, earth-like
4. fine (2-60 µ)
5. very fine (<2 µ)
Joint spacing
1. Extremely close spacing (<20 mm)
2. Very close spacing (20-60mm)
3. Close spacing (60-200mm)
4. Moderate spacing (200-600mm)
5. Wide spacing ( 600mm-2m)
6. Very wide spacing (2-6m)
7. Extremely wide spacing (>6m)
Seepage (unfilled)
1. tight & dry, flow not appear possible
Seepage (filled)
1. infill consolidated/dry, flow unlikely dt low perm
2. dry, no evidence of flow
2. infill damp no free water
3. dry, evidence of flow (staining)
3. infill wet, occasional drip
4. damp, no free water
4. cont. flow with outwash (l/min)
5. seepage/drips, not continuous
5. washed out locally (l/min & pressure)
6. contin flow (l/min & pressure)
6. washed out completely (l/min & pressure)
Igneous rocks
Grain size
Aphanitic (minerals not visible to naked eye)
Phaneritic (minerals visible to naked eye)
Very thin (6 - 20mm)
5) Compressive Strength (Mpa)
point load = <1
point load = <1
point load = <1
2. Coarse fabric (25 - 100mm)
point load = 1-2
3. Massive (No fabric observed) R4 Strong rock: compressive strength = 50-100
Texture
point load = 2-5
1. Crystalline
R5 Very strong rock: compressive strength = 100-250
2. Granular
point load = 5-10
3. Glassy
R6 Extremely strong rock: compressive strength = >250
point load = >10
Comments
Fabric: semi slatey but may be result of looking at stress release on joint face (photo).
46, 46, 48, 48, 49, 45, 44, 48, 46, 47, 45, 46, 48, 49, 47, 47, 48, 48, 44, 48. Avg = 46.85
# of joint sets: clearly 3 sets.
Outcrop face: 160/85
Discontinuity surface weathering: low
Texture
Porphyritic (lge phenocrysts enclosed in fine grained matrix)
Aphyric (no phenocrysts present)
Glomeroporphyritic (phenocrysts grouped in clusters)
Rock mass field description data sheet: 26_03_02
Location: Haulage rd, 1st logging area, bushwhacking base of second step on a NW facing flank of Main Cone SW of 100 m marker. Gorse restricting close access to outcrop thus data collected from
approx 30 m away on mini-outcrop of indurated andesite.
Sample: 26_03_02 (from fallen block)
Easting: 2837009
Photo: no photo
Northing: 6337725
1) Weathering
1. Unweathered/ fresh
2. Slightly weathered
2) Color
1. Light
2. Dark
Slope height: 8m
Elevation: 424m
Date: 26/03/06
1. pinkish
2. reddish
1.Pink
2. Red
3. Moderately weathered
3. yellowish
3. Yellow
4. Highly weathered
4. brownish
5. Completely weathered
6. Residual soil
6) General discont. desc.
Slope length: 20m
Sheet: 1 of 1
Waypoint: 73
Sketch: no
3a) Bedding (inclination)
Sub-horizontal (0 - 5)
Gently inclined (6 - 15)
Accompany scanline: no
3b) Bedding (thickness)
Thinly laminated (< 2mm)
Laminated (2 - 6mm)
4) ROCK NAME
Indurated andesite
4. Brown
Not
Moderatley inclined (16 - 30)
Steeply applicable
inclined (31 - 60)
Not
Very thin (6 - 20mm)
Thin (20applicable
- 60mm)
R0 Extremely weak rock: compressive strength = 0.25-1.0
5. olive
6. greenish
5. Olive
6. Green
Very steeply inclined (61 - 80)
Sub-vertical (81 - 90)
Mod thin (60 - 200mm)
Mod thick (0.2 0.6mm)
R1 Very weak rock: compressive strength = 1.0-5.0
7. bluish
7. Blue
3c) Grain size
Thick (0.6 - 2m)
8. greyish
8. White
1. very coarse (>60 mm)
Very thick (> 2m)
R2 Weak rock: compressive strength = 5.0-20
9. Grey
10. Black
2. coarse (2-60 mm)
3. medium (60µ to 2mm)
3d) Fabric
1. Fine fabric (< 25mm)
R3 Medium strong rock: compressive strength = 20-50
Orientation: ??
Aperture: 7
Infilling: See plants, open, presume
gravel
Roughness: ??
Type: J
Persistence: 3
Block shape
1. massive
2. blocky
3. tabular
4. columnar
Number of joint sets
1. Massive, occas random joints
2. One joint set
3. One joint set plus random
4. Two joint sets
5. Two joint sets plus random
6. Three joint sets
7. Three joint sets plus random
8. Four or more joint sets
9. Crushed rock, earth-like
4. fine (2-60 µ)
5. very fine (<2 µ)
Joint spacing
1. Extremely close spacing (<20 mm)
2. Very close spacing (20-60mm)
3. Close spacing (60-200mm)
4. Moderate spacing (200-600mm)
5. Wide spacing ( 600mm-2m)
6. Very wide spacing (2-6m)
7. Extremely wide spacing (>6m)
5. irregular
6. crushed
Block size
3
1. Very large blocks (<1.0 j/m )
2. Large blocks (1-3)
3. Medium-sized blocks (3-10)
4. Small blocks (10-30)
5. Very small blocks (>30)
Seepage (unfilled)
1. tight/dry, flow not appear possible
Seepage (filled)
1. infill consolidated/dry, flow unlikely dt low perm
2. dry, no evidence of flow
2. infill damp no free water
3. dry, evidence of flow (staining)
3. infill wet, occasional drip
4. damp, no free water
4. cont. flow with outwash (l/min)
5. seepage/drips, not continuous
5. washed out locally (l/min & pressure)
6. contin flow (l/min & pressure)
6. washed out completely (l/min & pressure)
Igneous rocks
Grain size
Aphanitic (minerals not visible to naked eye)
Phaneritic (minerals visible to naked eye)
5) Compressive Strength (Mpa)
point load = <1
point load = <1
point load = <1
2. Coarse fabric (25 - 100mm)
point load = 1-2
3. Massive (No fabric observed) R4 Strong rock: compressive strength = 50-100
Texture
point load = 2-5
1. Crystalline
R5 Very strong rock: compressive strength = 100-250
2. Granular
point load = 5-10
3. Glassy
R6 Extremely strong rock: compressive strength = >250
Comments
point load = >10
Discontinuity surface weathering: low
Schmidt: 41, 44, 44, 45, 45, 42, 41, 45, 44, 42, 41, 45, 44, 42, 46, 42, 44, 44, 41, 45. Av
Some data not retrieveable as outcrop unreachable.
Outcrop face: 320/75
Not
applicable
Texture
Porphyritic (lge phenocrysts enclosed in fine grained matrix)
Aphyric (no phenocrysts present)
Glomeroporphyritic (phenocrysts grouped in clusters)
APPENDIX F
Rock mass field description data sheet: 04_04_01
Location: Up from McKee rd, NE flank of Main Cone, SE of powerlines in felled area. Indurated andesitic outcrop. Below pine tress on lower edge of native bush.
Sample: 04_04_01
Easting: 2838361
Photo: 04_04_01, 02 (outcrop), 03 (outcrop closeup), 04, 05 (joint measured)
Northing: 6338000
1) Weathering
1. Unweathered/ fresh
2. Slightly weathered
Elevation: 249m
2) Color
1. Light
2. Dark
Date: 04/04/06
Sheet: 1 of 1
Slope height: 15m
Sketch: no
3a) Bedding (inclination)
Sub-horizontal (0 - 5)
Gently inclined (6 - 15)
Slope length: 10m
3b) Bedding (thickness)
Thinly laminated (< 2mm)
Laminated (2 - 6mm)
1. pinkish
2. reddish
1.Pink
2. Red
3. Moderately weathered
3. yellowish
3. Yellow
4. Highly weathered
4. brownish
5. Completely weathered
5. olive
4. Brown
5. Olive
6. Residual soil
6. greenish
6. Green
6) General discont. desc.
7. bluish
7. Blue
3c) Grain size
Thick (0.6 - 2m)
8. greyish
8. White
1. very coarse (>60 mm)
Very thick (> 2m)
9. Grey
10. Black
2. coarse (2-60 mm)
3d) Fabric
Orientation: 040/75
Infilling: Open, plants, sitly and
gravely
Roughness: ?
Type: J
Persistence: 4
Block shape
1. massive
2. blocky
3. tabular
4. columnar
5. irregular
6. crushed
Block size
3
1. Very large blocks (<1.0 j/m )
2. Large blocks (1-3)
3. Medium-sized blocks (3-10)
4. Small blocks (10-30)
5. Very small blocks (>30)
Moderatley inclined (16 - 30)
Not
Steeply applicable
inclined (31 - 60)
Not
Thin (20applicable
- 60mm)
Very steeply inclined (61 - 80)
Mod thin (60 - 200mm)
Sub-vertical (81 - 90)
Mod thick (0.2 0.6mm)
Number of joint sets
1. Massive, occas random joints
2. One joint set
3. One joint set plus random
4. Two joint sets
5. Two joint sets plus random
6. Three joint sets
7. Three joint sets plus random
8. Four or more joint sets
9. Crushed rock, earth-like
3. medium (60µ to 2mm)
4. fine (2-60 µ)
5. very fine (<2 µ)
Joint spacing
1. Extremely close spacing (<20 mm)
2. Very close spacing (20-60mm)
3. Close spacing (60-200mm)
4. Moderate spacing (200-600mm)
5. Wide spacing ( 600mm-2m)
6. Very wide spacing (2-6m)
7. Extremely wide spacing (>6m)
Seepage (unfilled)
Seepage (filled)
Aperture: 8
1. tight/dry, flow not appear possible
1. infill consolidated/dry, flow unlikely dt low perm
2. dry, no evidence of flow
2. infill damp no free water
3. dry, evidence of flow (staining)
3. infill wet, occasional drip
4. damp, no free water
4. cont. flow with outwash (l/min)
5. seepage/drips, not continuous
5. washed out locally (l/min & pressure)
6. contin flow (l/min & pressure)
6. washed out completely (l/min & pressure)
Igneous rocks
Grain size
Aphanitic (minerals not visible to naked eye)
Phaneritic (minerals visible to naked eye)
Waypoint: 80
Accompany scanline: no
Very thin (6 - 20mm)
1. Fine fabric (< 25mm)
2. Coarse fabric (25 - 100mm)
3. Massive (No fabric observed)
Texture
1. Crystalline
2. Granular
3. Glassy
4) ROCK NAME
Indurated andesite
5) Compressive Strength (Mpa)
R0 Extremely weak rock: compressive strength = 0.25-1.0
point load = <1
R1 Very weak rock: compressive strength = 1.0-5.0
point load = <1
R2 Weak rock: compressive strength = 5.0-20
point load = <1
R3 Medium strong rock: compressive strength = 20-50
point load = 1-2
R4 Strong rock: compressive strength = 50-100
point load = 2-5
R5 Very strong rock: compressive strength = 100-250
point load = 5-10
R6 Extremely strong rock: compressive strength = >250
Comments
point load = >10
Discontinuity surface weathering: low
Number of joint sets: one obvious.
Description done from 20 m away across gully. Appears representative of outcrops
adjacent. Should compare sample to that sample collected on NE of powerlines
(21_03_01).
Schmidt: 40, 38, 37, 38, 40, 40, 40, 35, 38, 41, 42, 38, 40, 40, 39, 41, 40, 41, 40, 38. Av
Outcrop face: 335/85
Grain size: coarse/medium: 10%/90%.
Texture
Porphyritic (lge phenocrysts enclosed in fine grained matrix)
Aphyric (no phenocrysts present)
Glomeroporphyritic (phenocrysts grouped in clusters)
Rock mass field description data sheet: 15_04_01 (point load samples)
Location: Haulage rd, 2nd logging area where valley heads off SE between Main Cone and Main Dome. Indurated andesitic outcrop 80 m SE of waypt 86 on Main Cone side of valley. 20 m above valley
floor.
Sample: 15_4_02
87
Easting: 2836703
Photo:15_4_01-04 (outcrop closeup, exposed block at bottom right of photo approx 2m high); 15_4_05-06 (outcrop far away)
Northing: 6337172
1) Weathering
1. Unweathered/ fresh
2. Slightly weathered
Elevation: 288m
2) Color
1. Light
2. Dark
Date: 15/04/06
Sheet:1 of 1
Sketch: no
3a) Bedding (inclination)
Sub-horizontal (0 - 5)
Gently inclined (6 - 15)
3b) Bedding (thickness)
Thinly laminated (< 2mm)
Laminated (2 - 6mm)
1.Pink
2. Red
3. Moderately weathered
3. yellowish
3. Yellow
4. Highly weathered
4. brownish
4. Brown
Not
Steeply applicable
inclined (31 - 60)
5. Completely weathered
5. olive
Mod thin (60 - 200mm)
6. greenish
5. Olive
6. Green
Very steeply inclined (61 - 80)
6. Residual soil
Sub-vertical (81 - 90)
Mod thick (0.2 0.6mm)
6) General discont. desc.
7. bluish
7. Blue
3c) Grain size
Thick (0.6 - 2m)
8. greyish
8. White
1. very coarse (>60 mm)
Very thick (> 2m)
9. Grey
10. Black
2. coarse (2-60 mm)
3d) Fabric
Orientation: 294/80; 230/80; 170/15
Aperture: 7
Infilling: Gravel, plants, gravel, soil,
silt, blocks
Roughness: 4
Type: J
Persistence: 3
Block shape
1. massive
2. blocky
3. tabular
4. columnar
5. irregular
6. crushed
Block size
3
1. Very large blocks (<1.0 j/m )
2. Large blocks (1-3)
3. Medium-sized blocks (3-10)
4. Small blocks (10-30)
5. Very small blocks (>30)
Number of joint sets
1. Massive, occas random joints
2. One joint set
3. One joint set plus random
4. Two joint sets
5. Two joint sets plus random
6. Three joint sets
7. Three joint sets plus random
8. Four or more joint sets
9. Crushed rock, earth-like
3. medium (60µ to 2mm)
4. fine (2-60 µ)
5. very fine (<2 µ)
Joint spacing
1. Extremely close spacing (<20 mm)
2. Very close spacing (20-60mm)
3. Close spacing (60-200mm)
4. Moderate spacing (200-600mm)
5. Wide spacing ( 600mm-2m)
6. Very wide spacing (2-6m)
7. Extremely wide spacing (>6m)
Seepage (unfilled)
Seepage (filled)
1. tight/dry, flow not appear possible
1. infill consolidated/dry, flow unlikely dt low perm
2. dry, no evidence of flow
2. infill damp no free water
3. dry, evidence of flow (staining)
3. infill wet, occasional drip
4. damp, no free water
4. cont. flow with outwash (l/min)
5. seepage/drips, not continuous
5. washed out locally (l/min & pressure)
6. contin flow (l/min & pressure)
6. washed out completely (l/min & pressure)
Igneous rocks
Grain size
Aphanitic (minerals not visible to naked eye)
Phaneritic (minerals visible to naked eye)
Slope length: 15
Waypoint:
Accompany scanline: no
1. pinkish
2. reddish
Moderatley inclined (16 - 30)
Slope height: 15
Not
Thin (20applicable
- 60mm)
Very thin (6 - 20mm)
1. Fine fabric (< 25mm)
2. Coarse fabric (25 - 100mm)
3. Massive (No fabric observed)
Texture
1. Crystalline
2. Granular
3. Glassy
Comments
4) ROCK NAME
Indurated andesite
5) Compressive Strength (Mpa)
R0 Extremely weak rock: compressive strength = 0.25-1.0
point load = <1
R1 Very weak rock: compressive strength = 1.0-5.0
point load = <1
R2 Weak rock: compressive strength = 5.0-20
point load = <1
R3 Medium strong rock: compressive strength = 20-50
point load = 1-2
R4 Strong rock: compressive strength = 50-100
point load = 2-5
R5 Very strong rock: compressive strength = 100-250
point load = 5-10
R6 Extremely strong rock: compressive strength = >250
point load = >10
Grain size: coarse/medium:10%/90%.
Fabric: almost slaty. Perhaps too coarse to be rated as fabric, maybe moreso block
shape?
Schmidt: 48, 48, 48, 47, 48, 50, 50, 51, 48, 47, 50, 49, 49, 48, 50, 50, 51, 48, 50, 49.
Avg = 48.95.
Outcrop face: 260/70
Discontinuity surface weathering: low
Texture
Porphyritic (lge phenocrysts enclosed in fine grained matrix)
Aphyric (no phenocrysts present)
Glomeroporphyritic (phenocrysts grouped in clusters)
APPENDIX F
Rock mass field description data sheet: 05_06_01
Location: Putauaki rd-Mckee rd intersection, right at first fork (towards water supply), right again, indurated andesitic outcrop. Accessed via mt bike.
Sample: 05_06_01
Easting: 2837088
Photo: 05_06_11-12
Northing: 6336260
1) Weathering
1. Unweathered/ fresh
2. Slightly weathered
Slope height: 10
Elevation: 293
2) Color
1. Light
2. Dark
Slope length: 15
Date: 05/06/2006
Waypoint: 106
Sheet: 1 of 1
Sketch: no
3a) Bedding (inclination)
Sub-horizontal (0 - 5)
Gently inclined (6 - 15)
Accompany scanline: no
3b) Bedding (thickness)
Thinly laminated (< 2mm)
Laminated (2 - 6mm)
4) ROCK NAME
1. pinkish
2. reddish
1.Pink
2. Red
3. Moderately weathered
3. yellowish
3. Yellow
Moderatley inclined (16 - 30)
Very thin (6 - 20mm)
5) Compressive Strength (Mpa)
4. Highly weathered
4. brownish
4. Brown
Steeply inclined (31 - 60)
Thin (20 - 60mm)
R0 Extremely weak rock: compressive strength = 0.25-1.0
5. Completely weathered
5. olive
Very steeply inclined (61 - 80)
Mod thin (60 - 200mm)
6. Residual soil
6. greenish
5. Olive
6. Green
Sub-vertical (81 - 90)
Mod thick (0.2 0.6mm)
6) General discont. desc.
7. bluish
7. Blue
3c) Grain size
Thick (0.6 - 2m)
Orientation: 300/80; 050/80; 220/45;
028/35
8. greyish
8. White
1. very coarse (>60 mm)
Very thick (> 2m)
9. Grey
10. Black
2. coarse (2-60 mm)
Aperture: 7
Infilling: Gravel. Roots
Roughness: 5
Type: J
Persistence: 3
Block shape
1. massive
2. blocky
3. tabular
4. columnar
5. irregular
6. crushed
Block size
3
1. Very large blocks (<1.0 j/m )
2. Large blocks (1-3)
3. Medium-sized blocks (3-10)
4. Small blocks (10-30)
5. Very small blocks (>30)
Not
applicable
Number of joint sets
1. Massive, occas random joints
2. One joint set
3. One joint set plus random
4. Two joint sets
5. Two joint sets plus random
6. Three joint sets
7. Three joint sets plus random
8. Four or more joint sets
9. Crushed rock, earth-like
3. medium (60µ to 2mm)
4. fine (2-60 µ)
5. very fine (<2 µ)
Joint spacing
1. Extremely close spacing (<20 mm)
2. Very close spacing (20-60mm)
3. Close spacing (60-200mm)
4. Moderate spacing (200-600mm)
5. Wide spacing ( 600mm-2m)
6. Very wide spacing (2-6m)
7. Extremely wide spacing (>6m)
Seepage (unfilled)
Seepage (filled)
1. Tight/dry, flow not appear possible
1. infill consolidated/dry, flow unlikely dt low perm
2. dry, no evidence of flow
2. infill damp no free water
3. dry, evidence of flow (rust staining)
3. infill wet, occasional drip
4. damp, no free water
4. cont. flow with outwash (l/min)
5. occasional drips, not contin
5. washed out locally (l/min & pressure)
6. contin flow (l/min & pressure)
6. washed out completely (l/min & pressure)
Igneous rocks
Grain size
Aphanitic (minerals not visible to naked eye)
Phaneritic (minerals visible to naked eye)
Not
applicable
Indurated andesite
point load = <1
R1 Very weak rock: compressive strength = 1.0-5.0
point load = <1
R2 Weak rock: compressive strength = 5.0-20
point load = <1
3d) Fabric
1. Fine fabric (< 25mm)
2. Coarse fabric (25 - 100mm)
3. Massive (No fabric observed)
Texture
1. Crystalline
2. Granular
3. Glassy
R3 Medium strong rock: compressive strength = 20-50
point load = 1-2
R4 Strong rock: compressive strength = 50-100
point load = 2-5
R5 Very strong rock: compressive strength = 100-250
point load = 5-10
R6 Extremely strong rock: compressive strength = >250
point load = >10
Comments
Grain size: coarse/medium:15%/85%.
Seepage (filled): heavy rain previous night.
Outcrop face: 300/85
Discontinuity surface weathering: low
Texture
Porphyritic (lge phenocrysts enclosed in fine grained matrix)
Aphyric (no phenocrysts present)
Glomeroporphyritic (phenocrysts grouped in clusters)
Rock mass field description data sheet: 20_08_01 (direct shear cores)
Location: 50m along McKee rd from McKee - Tarawera rd junction. Ignimbrite outcrop.
Sample: 20_08_01 Photo: 20_08_02-3 (closeup of ignimbrite description outcrop), 04 (outcrop from far away), 5-6 (join of outcrop from far away), 7-10 (sampling
closeup), 11-12 (sampling far away), 13-14 (outcrop of ignimbrite without car)
Slope height: 15 m Slope length: 50 m Waypoint:113
Easting: 2837387
Northing: 6338652
1) Weathering
1. Unweathered/ fresh
2. Slightly weathered
Elevation: 93 m
2) Color
1. Light
2. Dark
Date: 20/08/06
Sheet: 1 of 1
Sketch: no
3a) Bedding (inclination)
Sub-horizontal (0 - 5)
Gently inclined (6 - 15)
Accompany scanline: no
3b) Bedding (thickness)
Thinly laminated (< 2mm)
Laminated (2 - 6mm)
1. pinkish
2. reddish
1.Pink
2. Red
3. Moderately weathered
3. yellowish
3. Yellow
4. Highly weathered
4. brownish
4. Brown
Not
Steeply applicable
inclined (31 - 60)
5. Completely weathered
5. olive
Mod thin (60 - 200mm)
6. greenish
5. Olive
6. Green
Very steeply inclined (61 - 80)
6. Residual soil
Sub-vertical (81 - 90)
Mod thick (0.2 0.6mm)
7. bluish
7. Blue
3c) Grain size
Thick (0.6 - 2m)
8. greyish
8. White
1. very coarse (>60 mm)
Very thick (> 2m)
9. Grey
10. Black
2. coarse (2-60 mm)
3d) Fabric
6) General discont. desc.
Orientation:
Aperture:
Infilling:
Roughness:
Type:
Persistence:
Block shape
1. massive
2. blocky
3. tabular
4. columnar
5. irregular
6. crushed
Block size
3
1. Very large blocks (<1.0 j/m )
2. Large blocks (1-3)
3. Medium-sized blocks (3-10)
4. Small blocks (10-30)
5. Very small blocks (>30)
Moderatley inclined (16 - 30)
Number of joint sets
1. Massive, occas random joints
2. One joint set
3. One joint set plus random
4. Two joint sets
5. Two joint sets plus random
6. Three joint sets
7. Three joint sets plus random
8. Four or more joint sets
9. Crushed rock, earth-like
3. medium (60µ to 2mm)
4. fine (2-60 µ)
5. very fine (<2 µ)
Joint spacing
1. Extremely close spacing (<20 mm)
2. Very close spacing (20-60mm)
3. Close spacing (60-200mm)
4. Moderate spacing (200-600mm)
5. Wide spacing ( 600mm-2m)
6. Very wide spacing (2-6m)
7. Extremely wide spacing (>6m)
Seepage (unfilled)
Seepage (filled)
Not applicable
1. Tight/dry, flow not appear possible
1. infill consolidated/dry, flow unlikely dt low perm
2. dry, no evidence of flow
2. infill damp no free water
3. dry, evidence of flow (rust staining)
3. infill wet, occasional drip
4. damp, no free water
4. cont. flow with outwash (l/min)
5. occasional drips, not contin
5. washed out locally (l/min & pressure)
6. contin flow (l/min & pressure)
6. washed out completely (l/min & pressure)
Igneous rocks
Grain size
Aphanitic (minerals not visible to naked eye)
Phaneritic (minerals visible to naked eye)
Not
Thin (20applicable
- 60mm)
Very thin (6 - 20mm)
1. Fine fabric (< 25mm)
2. Coarse fabric (25 - 100mm)
3. Massive (No fabric observed)
Texture
1. Crystalline
2. Granular
3. Glassy
Comments
4) ROCK NAME
Matahina Ignimbrite
5) Compressive Strength (Mpa)
R0 Extremely weak rock: compressive strength = 0.25-1.0
point load = <1
R1 Very weak rock: compressive strength = 1.0-5.0
point load = <1
R2 Weak rock: compressive strength = 5.0-20
point load = <1
R3 Medium strong rock: compressive strength = 20-50
point load = 1-2
R4 Strong rock: compressive strength = 50-100
point load = 2-5
R5 Very strong rock: compressive strength = 100-250
point load = 5-10
R6 Extremely strong rock: compressive strength = >250
point load = >10
Questionable as to whether rock mass or soil description is better. Therefore both
were carried out. Refer to soil field description data sheet 20_08_01 for further
Grain size incorporating pumice, lithic and ignimbrite matrix.
No discontinuities present in outcrop, therefore discontinuity description is difficult.
Schmidt: 10-12 maximum. However, this is bottom of the scale so questionable.
Penetrometer doesn’t break surface.
Texture
Porphyritic (lge phenocrysts enclosed in fine grained matrix)
Aphyric (no phenocrysts present)
Glomeroporphyritic (phenocrysts grouped in clusters)
APPENDIX F
Soft Rocks
Soft rock field description data sheet (coarse soil): 03_04_01a (describing block and ash flow in entirety)
Location: Block and ash flow outcrop, McKee Road, below north-eastern flank
Sample: 03_04_06
Photo: 03_04_18
Easting: 2838731
Classification
Northing: 6338242
Slope height: 3 m (limiting?)
Elevation: 128 m
1) Soil grou2) Proportions of particle sizes
Slope length: 20 m
Date: 03/04/2006
3) Max. Particle size
(mm)
1. Coarse 1. Sand % - 30
2. Fine
2. Gravel % - 35
3. Organic 3. Cobbles % - 30
Waypoint: 74
Sheet: 1 of 1
Sketch: no
6) Particle weathering & strength
Accompany scanline: no
7) Other material
Slightly weathered, very strong
850 mm
4) Grading
4. Boulders % - 5
Major:
Subordinate: sandy, gravelly and cobble rich
Minor: with minor boulders
5) Particle shape
1. Well graded
2. Poorly graded - uniform
3. Poorly graded - gap
1. Rounded
2. Subrounded
3. Subangular
4. Angular
8) Color
1. Light
2. Dark
Equidimensional
Flat &/or
Elongated
Irregular
9) Geological information (minerals, parent rock, geological unit)
Clasts of Indurated andesite.
1. pinkish
1.Pink
2. reddish
3. yellowish
4. brownish
5. olive
2. Red
3. Yellow
4. Brown
5. Olive
6. greenish
7. bluish
8. greyish
6. Green
7. Blue
8. White
9. Grey
10. Black
Undisturbed characteristics
1) Relative density
1. Loosely packed or 'Very loose'
'Loose'
'Medium dense'
'Dense'
5. Tightly packed or 'Very Dense'
Inverted commas indicate no testing to support
assigned term.
2) Structure
1. Homogenous
2. Bedded
3. Fissured
4. Polished
5. Slickensided
6. Blocky
7. Lensoidal
3) Moisture condition
4) Lithology
1. Dry
2. Moist
Indurated, non-vesicular
3. Wet
andesite. Monolithologic deposit.
4. Saturated
Additional comments
Ratio of blocks to matrix 60:40. Matrix supported.
Soft rock field description data sheet (fine soil): 03_04_02b (describing block and ash flow matrix)
Location: Block and ash flow outcrop, McKee Road, below north-eastern flank
Sample: 03_04_07
Easting: 2838731
Photo: 03_04_18
Northing: 6338242
Slope height: 3 m (limiting?)
Elevation: 128 m
Slope length: 20 m
Date: 03/04/2006
Waypoint: 74
Sheet: 1 of 1
Sketch: no
Accompany scanline: no
Classification
1) Soil grou2) Proportions of particle sizes
1. Coarse 1. Clay % 2. Fine
2. Silt % - 35
3. Organic 3. Other % - 40 (sand), 25 (gravel)
3) Plasticity
1. High
2. Low
Major:
Subordinate: silty, sandy
Minor: with some gravel
4) Color
1. Light
2. Dark
5) Geological information
1. pinkish
2. reddish
1.Pink
2. Red
3. yellowish
4. brownish
5. olive
6. greenish
7. bluish
8. greyish
3. Yellow
4. Brown
5. Olive
6. Green
7. Blue
8. White
9. Grey
10. Black
Undisturbed characteristics
2) Structure
1. Homogenous
2. Bedded
3. Fissured
3. Firm
4. Polished
4. Stiff
5. Slickensided
5. Very stiff
6. Blocky
6. Hard
7. Lensoidal
1) Soil strength
1. Very soft
2. Soft
3) Moisture condition
1. Dry
2. Moist
3. Wet
4. Saturated
Additional comments
4) Granular soil (gravel/sand)
Cohesive soil (silt/clay)
Presence of coarse material (refer soil field description data sheet 03_04_01a).
Shows dilatent behaviour due to silt fraction.
APPENDIX F
Soft rock field description data sheet (coarse soil): 03_04_02a (describing block and ash flow in entirety)
Location: Block and ash flow outcrop, McKee Road, below eastern flank
Sample: 03_04_07
Photo: 03_04_19
Easting: 2839232
Classification
Northing: 6337325
Slope height: 3 m (limiting?)
Elevation: 197 m
1) Soil grou2) Proportions of particle sizes
Slope length: 20 m
Date: 03/04/2006
3) Max. Particle size
(mm)
Waypoint: 76
Sheet: 1 of 1
Sketch: no
6) Particle weathering & strength
Accompany scanline: no
7) Other material
Slightly weathered, very strong
1. Coarse 1. Sand % - 35
8) Color
2. Fine
950 mm
2. Gravel % - 30
1. Light
4) Grading
5) Particle shape
3. Organic 3. Cobbles % - 30
2. Dark
4. Boulders % - 5
1. Well graded
1. Rounded
Major:
2. Poorly graded - uniform
2. Subrounded
Subordinate: sandy, gravelly and cobble rich
3. Poorly graded - gap
3. Subangular
4. Angular
Minor: with minor boulders
9) Geological information (minerals, parent rock, geological unit)
Equidimensional
Flat &/or
Elongated
Clasts of Indurated andesite.
Irregular
1. pinkish
1.Pink
2. reddish
3. yellowish
4. brownish
5. olive
2. Red
3. Yellow
4. Brown
5. Olive
6. greenish
7. bluish
8. greyish
6. Green
7. Blue
8. White
9. Grey
10. Black
Undisturbed characteristics
1) Relative density
1. Loosely packed or 'Very loose'
'Loose'
'Medium dense'
'Dense'
5. Tightly packed or 'Very Dense'
Inverted commas indicate no testing to support
assigned term.
2) Structure
1. Homogenous
2. Bedded
3. Fissured
4. Polished
5. Slickensided
6. Blocky
7. Lensoidal
3) Moisture condition
4) Lithology
1. Dry
Indurated, non-vesicular
2. Moist
andesite. Monolithologic deposit.
3. Wet
4. Saturated
Additional comments
Ratio of blocks to matrix 60:40. Matrix supported.
Soft rock field description data sheet (fine soil): 03_04_02b (describing block and ash flow matrix)
Location: Block and ash flow outcrop, McKee Road, below eastern flank
Sample: 03_04_07
Easting: 2839232
Photo: 03_04_19
Northing: 6337325
Slope height: 3 m (limiting?)
Elevation: 197 m
Slope length: 20 m
Date: 03/04/2006
Waypoint: 76
Sheet: 1 of 1
Sketch: no
Accompany scanline: no
Classification
1) Soil grou2) Proportions of particle sizes
1. Coarse 1. Clay % 2. Fine
2. Silt % - 35
3. Organic 3. Other % - 40 (sand), 25 (gravel)
3) Plasticity
1. High
2. Low
Major:
Subordinate: silty, sandy
Minor: with some gravel
4) Color
1. Light
2. Dark
5) Geological information
1. pinkish
2. reddish
1.Pink
2. Red
3. yellowish
4. brownish
5. olive
6. greenish
7. bluish
8. greyish
3. Yellow
4. Brown
5. Olive
6. Green
7. Blue
8. White
9. Grey
10. Black
Undisturbed characteristics
2) Structure
1. Homogenous
2. Bedded
3. Firm
3. Fissured
4. Stiff
4. Polished
5. Very stiff
5. Slickensided
6. Blocky
6. Hard
7. Lensoidal
1) Soil strength
1. Very soft
2. Soft
3) Moisture condition
1. Dry
2. Moist
3. Wet
4. Saturated
Additional comments
4) Granular soil (gravel/sand)
Cohesive soil (silt/clay)
Presence of coarse material (refer soil field description data sheet 03_04_01a).
Shows dilatent behaviour due to silt fraction.
APPENDIX F
Soft rock field description data sheet (coarse soil): 19_08_01a (describing block and ash flow in entirety)
Location: McKee rd quarry. Approx. 250m from McKee-Tarawera rd junction. Outcrops of block and ash flow.
Sample: 19_08_01. Sample for Laboratory testing collected here. Photo: 19_08_01, 2 (site description), 3 (closeup of matrix finer constituents suggesting
clast? supported), 4, 7-9, (large constituents appear matrix supported), 5 (closeup of 6), 6 (shows matrix?). Slope height: 20 m Slope length: 100 m
Waypoint: 109
Easting: 2838106 Northing: 6338508 Elevation: 138 m Date: 19/08/2006 Sheet: 1 of 1 Sketch: no Accompany scanline: no
Classification
1) Soil grou2) Proportions of particle sizes
3) Max. Particle size
(mm)
6) Particle weathering & strength
7) Other material
1. Coarse 1. Sand % - 35
Slightly weathered, very strong
8) Color
2. Gravel % - 30
2. Fine
3000 mm
1. Light
4) Grading
5) Particle shape
3. Organic 3. Cobbles % - 20
2. Dark
1. Well graded
1. Rounded
4. Boulders % - 15
Major:
2. Poorly graded - uniform
2. Subrounded
Subordinate: sandy and gravelly
3. Poorly graded - gap
3. Subangular
Minor: with some cobbles and boulders
4. Angular
9) Geological information (minerals, parent rock, geological unit)
Equidimensional
Flat &/or
Elongated
indurated andesite clasts.
Irregular
1. pinkish
1.Pink
2. reddish
3. yellowish
4. brownish
5. olive
2. Red
3. Yellow
4. Brown
5. Olive
6. greenish
7. bluish
8. greyish
6. Green
7. Blue
8. White
9. Grey
10. Black
Undisturbed characteristics
1) Relative density
1. Loosely packed or 'Very loose'
'Loose'
'Medium dense'
'Dense'
5. Tightly packed or 'Very Dense'
Inverted commas indicate no testing to support
assigned term.
2) Structure
1. Homogenous
2. Bedded
3. Fissured
4. Polished
5. Slickensided
6. Blocky
7. Lensoidal
3) Moisture condition
4) Lithology
1. Dry
Indurated, non-vesicular
2. Moist
andesite. Monolithologic deposit.
3. Wet
4. Saturated
Additional comments
Particle size proportion name representative of how poorly sorted.
Moisture content: weather dependent.
Clasts often tabular or flat.
Ratio of blocks to matrix 50:50. Matrix supported.
Soft rock field description data sheet (fine soil): 19_08_01b (describing block and ash flow matrix)
Location: McKee rd quarry. Approx. 250m from McKee-Tarawera rd junction. Outcrops of block and ash flow.
Sample: 19_08_02 Photo: 19_08_01, 2 (site description), 3 (closeup of matrix finer constituents suggesting clast? supported), 4, 7-9, (large constituents
appear matrix supported), 5 (closeup of 6), 6 (shows matrix?). Slope height: 20 m Slope length: 100 m Waypoint: 109
Easting: 2838106
Northing: 6338508
Elevation: 138 m
Date: 19/08/2006
Sheet: 1 of 1
Sketch: no
Accompany scanline: no
Classification
1) Soil grou2) Proportions of particle sizes
1. Coarse 1. Clay % 2. Fine
2. Silt % - 50
3. Organic 3. Other % - 35 (sand), 15 (gravel)
Major: SILT
Subordinate: sandy
Minor: with some gravel
3) Plasticity
1. High
2. Low
4) Color
1. Light
2. Dark
5) Geological information
1. pinkish
2. reddish
1.Pink
2. Red
3. yellowish
4. brownish
5. olive
6. greenish
7. bluish
8. greyish
3. Yellow
4. Brown
Large phenocrysts of ???, indurated
andesite.
5. Olive
6. Green
7. Blue
8. White
9. Grey
10. Black
Undisturbed characteristics
2) Structure
1. Homogenous
2. Bedded
3. Firm
3. Fissured
4. Stiff
4. Polished
5. Very stiff
5. Slickensided
6. Hard
6. Blocky
7. Lensoidal
1) Soil strength
1. Very soft
2. Soft
4) Granular soil (gravel/sand)
3) Moisture condition
Cohesive soil (silt/clay)
1. Dry
2. Moist
3. Wet
4. Saturated
Additional comments
Shows dilatent behaviour due to silt fraction.
Presence of coarse material (refer soil field description data sheet 19_08_01a).
Color: no evidence of brownish oxidising seen at a large scale (thus no brownish color).
Moisture content: weather dependent.
APPENDIX F
Soft rock field description data sheet (coarse soil): 19_08_02a (describing block and ash flow in entirety)
Location: Haulage rd, 200m before 1st opening at the base of 100m walking track.
Sample: 19_08_02 (block and ash flow matrix); 19_08_03 (range of oxidising on clasts) Photo: 19_08_09, 12, 13 (oxidised clasts), 10, 14-15 (site description note smaller clasts, less matrix), 11 (closeup showing a matrix that is coarser? than description 19_08_01b), 20_08_01 (large boulder from block and ash
deposit) Slope height: 4 m (limiting?) Slope length: 50 m Waypoint: 110
Easting: 2837098
Northing: 6338438
Elevation: 139 m
Date: 19/08/2006
Sheet: 1 of 1
Sketch: no
Accompany scanline: no
Classification
1) Soil grou2) Proportions of particle sizes
3) Max. Particle size
(mm)
6) Particle weathering & strength
7) Other material
Slightly weathered, very strong
1. Coarse 1. Sand % - 30
8) Color
2. Gravel % - 35 (medium)
2. Fine
1000 mm
1. Light
4) Grading
5) Particle shape
3. Organic 3. Cobbles % - 25
2. Dark
4. Boulders % - 10
1. Well graded
1. Rounded
Major:
2. Poorly graded - uniform
2. Subrounded
Subordinate: sandy, gravelly and cobble rich
3. Poorly graded - gap
3. Subangular
Minor: with minor boulders
4. Angular
9) Geological information (minerals, parent rock, geological unit)
Equidimensional
Flat &/or
Elongated
Clasts of Indurated andesite.
Irregular
1. pinkish
1.Pink
2. reddish
3. yellowish
4. brownish
5. olive
2. Red
3. Yellow
4. Brown
5. Olive
6. greenish
7. bluish
8. greyish
6. Green
7. Blue
8. White
9. Grey
10. Black
Undisturbed characteristics
1) Relative density
1. Loosely packed or 'Very loose'
'Loose'
'Medium dense'
'Dense'
5. Tightly packed or 'Very Dense'
Inverted commas indicate no testing to support
assigned term.
2) Structure
1. Homogenous
2. Bedded
3. Fissured
4. Polished
5. Slickensided
6. Blocky
7. Lensoidal
3) Moisture condition
4) Lithology
1. Dry
Indurated, non-vesicular
2. Moist
andesite. Monolithologic deposit.
3. Wet
4. Saturated
Additional comments
Clasts more red in appearance than at description 19_08_01. Still similarly indurated andesite though.
Older flow as different flow lobe? More weathered? Different composition?
Less boulders than description 19_08_01. End of flow lobe? But matrix seems coarser (sample 19_08_
Color: overall is light grey but presence of red clasts ( 5% of total clasts) throughout deposit, not just at surface.
Relative density: still can extract clasts with fingers, but when plucking them out can feel clasts grinding against adjacent
clasts thus altenative rating (could suggest a more clast supported deposit?). Makes sense as less sand than description
Ratio of blocks to matrix 60:40. Matrix supported.
Main difference from description 19_08_01 is the narrower range of clast sizes and the presence of red clasts.
Soft rock field description data sheet (fine soil): 19_08_02b (describing block and ash flow matrix)
Location: Haulage rd, 200m before 1st opening at the base of 100m walking track.
Sample: 19_08_02 (block and ash flow matrix); 19_08_03 (range of oxidising on clasts)
Photo: 19_08_09, 12, 13 (oxidised clasts), 10, 14-15 (site description
- note smaller clasts, less matrix), 11 (closeup showing a matrix that is coarser? than description 19_08_01b), 20_08_01 (large boulder from block and ash
deposit) Slope height: 4 m (limiting?) Slope length: 50 m Waypoint: 110
Easting: 2837098
Northing: 6338438
Elevation: 139 m
Date: 19/08/2006
Sheet: 1 of 1
Sketch: no
Accompany scanline: no
Classification
1) Soil grou2) Proportions of particle sizes
1. Coarse 1. Clay % 2. Silt % - 40
2. Fine
3. Organic 3. Other % - 40 (sand), 20 (gravel)
Major:
Subordinate: silty, sandy
Minor: with some gravel
3) Plasticity
1. High
2. Low
4) Color
1. Light
2. Dark
5) Geological information
1. pinkish
2. reddish
1.Pink
2. Red
3. yellowish
4. brownish
5. olive
6. greenish
7. bluish
8. greyish
3. Yellow
4. Brown
5. Olive
6. Green
7. Blue
8. White
9. Grey
10. Black
Undisturbed characteristics
2) Structure
1. Homogenous
2. Bedded
3. Firm
3. Fissured
4. Polished
4. Stiff
5. Slickensided
5. Very stiff
6. Blocky
6. Hard
7. Lensoidal
1) Soil strength
1. Very soft
2. Soft
3) Moisture condition
4) Granular soil (gravel/sand)
1. Dry
Cohesive soil (silt/clay)
2. Moist
3. Wet
4. Saturated
Additional comments
Color: no red as seen at larger scale in clasts.
Presence of coarse material (refer soil field description data sheet 19_08_02a).
Shows dilatent behaviour due to silt fraction.
APPENDIX F
Soft rock field description data sheet (fine soil): 20_08_01 (direct shear cores)
Location: 50m along McKee rd from McKee - Tarawera rd junction. Ignimbrite outcrop.
Sample: 20_08_01 Photo: 20_08_02-3 (closeup of ignimbrite description outcrop), 04 (outcrop from far away), 5-6 (join of outcrop from far away), 7-10
(sampling closeup), 11-12 (sampling far away), 13-14 (outcrop of ignimbrite without car) Slope height: 15 m Slope length: 50 m Waypoint:113
Easting: 2837387 Northing: 6338652 Elevation: 93 m Date: 20/08/06 Sheet: 1 of 1 Sketch: no Accompany scanline: no
Classification
1) Soil grou2) Proportions of particle sizes
1. Coarse 1. Clay % 2. Fine
2. Silt % - 70
3. Organic 3. Other % - 10 (sand), 20 (gravel)
Major: SILT
Subordinate:
Minor: with some sand and gravel
3) Plasticity
1. High
2. Low
4) Color
1. Light
2. Dark
5) Geological information
1. pinkish
2. reddish
1.Pink
2. Red
3. yellowish
4. brownish
5. olive
6. greenish
7. bluish
8. greyish
3. Yellow
4. Brown
Matahina Ignimbrite.
5. Olive
6. Green
7. Blue
8. White
9. Grey
10. Black
Undisturbed characteristics
2) Structure
1. Homogenous
2. Bedded
3. Fissured
3. Firm
4. Polished
4. Stiff
5. Slickensided
5. Very stiff
6. Blocky
6. Hard
7. Lensoidal
1) Soil strength
1. Very soft
2. Soft
4) Granular soil (gravel/sand)
3) Moisture condition
Cohesive soil (silt/clay)
1. Dry
2. Moist
3. Wet
4. Saturated
Additional comments
Coarse material: pumice & lithic approx. 12-20% = some, max clast < 70 mm (pumice) = coarse pebbles, < 15
mm (lithics) = medium pebbles, pumice well graded, lithics poorly graded (all similar sizes), subrounded subangular shape (pumice), subangular shape (lithics), pumice very weak, lithics strong, pumice greyish white,
lithics brownish black.
APPENDIX G: UNIT WEIGHT AND POROSITY DATA
HARD ROCKS
Waypoint: 12
Waypoint: 26
Formula
RMD: 20_02_02
RMD: 26_02_01
1
Scanline: 20_02_02
Scanline: 26_02_01
2
SaturatedSaturated-submerged
submerged mass mass of basket plus
of basket (g)
sample (g)
Sample: 20_02_02
Sample: 26_02_01
Lithotechnical unit: Indurated andesite
Lithotechnical unit: Indurated andesite
2-1
A
Msub (Saturated Mass of
submerged mass container
(g)
of sample (g))
B
Mass of saturatedsurface-dry sample
plus container (g)
B-A
C
C-A
Msat (Saturated- Mass of oven-dry Ms (Grain
weight (g))
surface-dry mass sample plus
of sample (g))
container (g)
(Msat - Msub)/ρ w
V (Bulk volume
3
(m ))
(Msat - Ms)/ρ w
Vv (Pore volume
3
(m ))
100Vv/V
Ms/V
n (Porosity Dry density
of rock
(%))
3
(g/m )
Unit weight
Dry density of of rock
Unit weight of
3
3
rock (kg/m ) (Nm )
rock (kN m3
1
2
3
4
5
6
7
8
9
10
11
7.65
7.26
7.31
7.71
7.7
8.05
8
7.95
7.75
7.9
7.18
177.3
158.82
138.81
179.45
212.04
209.18
215.91
284.13
294.03
242.11
290.9
169.65
151.56
131.5
171.74
204.34
201.13
207.91
276.18
286.28
234.21
283.72
10.28
10.44
10.53
10.33
10.47
13.36
10.66
10.26
10.51
13.66
10.52
433.15
389.14
337.62
438.91
505.49
496.54
506.55
654.66
693.74
522.7
678.1
422.87
378.7
327.09
428.58
495.02
483.18
495.89
644.4
683.23
509.04
667.58
420.16
377.77
327.32
425.47
478.17
472.59
478.36
607.59
653.19
463.11
632.79
409.88
367.33
316.79
415.14
467.7
459.23
467.7
597.33
642.68
449.45
622.27
0.000165108
0.000146596
0.000126644
0.00016786
0.000201457
0.000202963
0.000210289
0.000265938
0.000292166
0.000251003
0.000287271
1.30102E-05
1.13877E-05
1.03161E-05
1.34609E-05
2.73626E-05
2.39873E-05
2.82339E-05
4.71434E-05
4.06132E-05
5.96829E-05
4.53806E-05
7.8798625 2482503.82
2505731.81
8.1457262 2501426.56
8.0191346 2473127.61
13.582317 2321583.18
11.818563 2262627.81
13.426255 2224082.52
17.72722 2246127.9
13.900724 2199708.06
1790613.24
15.797118 2166139.33
2482.50382
2505.731813
2501.426561
2473.127612
2321.583178
2262.627806
2224.08252
2246.127903
2199.708065
1790.61324
2166.139327
24353.3625
24581.2291
24538.9946
24261.3819
22774.731
22196.3788
21818.2495
22034.5147
21579.1361
17565.9159
21249.8268
12
13
14
15
16
17
18
19
20
21
6.38
8.34
7.71
8.04
7.94
7.78
7.8
7.55
6.36
7.53
265.12
215.63
237.26
348.62
263.05
350.64
239.76
316.93
141.97
218.63
258.74
207.29
229.55
340.58
255.11
342.86
231.96
309.38
135.61
211.1
2.08
2.06
2.08
2.08
2.09
10.27
2.07
10.41
10.5
2.07
623.47
514.08
567.98
839.08
648.61
855.28
574.9
771.73
340.06
505.55
621.39
512.02
565.9
837
646.52
845.01
572.83
761.32
329.56
503.48
595.18
497.66
548.97
808.38
606.28
826.28
556.44
744.73
326.41
478.97
593.1
495.6
546.89
806.3
604.19
816.01
554.37
734.32
315.91
476.9
0.000268843
0.000212885
0.000234321
0.000349465
0.00025934
0.000340348
0.000233772
0.000312902
0.00013556
0.000221389
2.83341E-05
1.64456E-05
1.90396E-05
3.07478E-05
4.2396E-05
2.90452E-05
1.84888E-05
2.70421E-05
1.36713E-05
2.66214E-05
10.539261
7.7251064
8.125439
8.7985367
16.347653
2206.118463
2328.017955
2333.933137
2307.238258
2329.723532
2397.57297
2371.411884
2346.806682
2330.401974
2154.12864
21642.0221
22837.8561
22895.8841
22634.0073
22854.5879
23520.1908
23263.5506
23022.1736
22861.2434
21132.002
o
3
ρw (density of water) = mass of water per unit volume at 18.7 = 998.444 kg/m = 998444 g/m
3
2206118.46
2328017.96
2333933.14
2307238.26
2329723.53
2397572.97
7.9088849 2371411.88
8.6423532 2346806.68
10.085012 2330401.97
2154128.64
Porosity(%) statistics
Mean
11.086422
Standard Error
0.8250283
Median
10.085012
Mode
#N/A
Standard Deviation 3.401679
Sample Variance
11.57142
Kurtosis
-0.9535707
Skewness
0.6893023
Range
10.002114
Sum
188.46917
Count
17
Confidence Level(9 1.748982
3
24.3533625
Maximum
24.5389946
24.2613819
22.774731
22.1963788
21.8182495
22.0345147
21.5791361
Minimum
21.2498268
21.6420221
22.8378561
22.8958841
22.6340073
22.8545879
Maximum
23.2635506
23.0221736
22.8612434
Unit weight (kN/m ) statistics
Mean
22.7539942
Standard Error
0.23479576
Median
22.8378561
Mode
#N/A
Standard Deviation
0.96808772
Sample Variance
0.93719383
Kurtosis
-0.37896246
Skewness
0.43675544
Range
3.28916776
Sum
386.817901
Count
17
Confidence Level(95.0%)
0.49774477
Minimum
APPENDIX G
Waypoint: 52
Formula
RMD: 14_03_02
1
Scanline: 14_03_01
2
2-1
SaturatedSaturated-submerged
submerged mass mass of basket plus
of basket (g)
sample (g)
1
2
3
4
5
6
7
8
9
10
7.45
8.06
7.9
7.67
7.7
8
9
7.61
7.99
7.38
Sample: 14_03_02
168.58
168
211.32
175.25
339.83
527.75
350.26
369.35
305.61
454.3
Lithotechnical unit: Indurated dacite
B
A
Msub (Saturated Mass of
submerged mass container
(g)
of sample (g))
161.13
159.94
203.42
167.58
332.13
519.75
341.26
361.74
297.62
446.92
o
Mass of saturatedsurface-dry sample
plus container (g)
416.89
408.71
518.77
432.16
837.1
1305.15
859.4
914.66
753.3
1127.45
13.95
13.78
10.33
13.84
10.57
10.45
10.68
13.2
13.03
10.35
3
ρw (density of water) = mass of water per unit volume at 18.7 = 998.444 kg/m = 998444 g/m
B-A
C
C-A
Msat (Saturated- Mass of oven-dry
Ms (Grain
surface-dry mass sample plus
of sample (g))
weight (g))
container (g)
402.94
394.93
508.44
418.32
826.53
1294.7
848.72
901.46
740.27
1117.1
405.08
395.46
503.9
419.03
805.87
1258.27
831.17
887.22
726.81
1089.38
391.13
381.68
493.57
405.19
795.3
1247.82
820.49
874.02
713.78
1079.03
(Msat - Msub)/ρ w
V (Bulk volume
3
(m ))
0.000161114
0.00016147
0.000203068
0.000167996
0.000343985
0.000522987
0.000344505
0.00036645
0.000302726
0.000456951
(Msat - Ms)/ρ w
Vv (Pore volume
3
(m ))
1.18284E-05
1.32706E-05
1.48932E-05
1.31505E-05
3.12787E-05
4.69531E-05
2.8274E-05
2.74828E-05
2.65313E-05
3.81293E-05
100Vv/V
Ms/V
Unit weight
n (Porosity Dry density
Dry density of of rock
of rock
(%))
Unit weight of Unit weight of
3
3
3
(g/m )
rock (kg/m ) (N/m )
rock (kN/m3 rock (kN/m3
7.3416522 2427664.96 2427.664956
8.2186272 2363777.1 2363.777095
2430567.41 2430.567405
7.827823 2411896.69 2411.896692
2312019.23 2312.019226
8.9778555 2385946.29 2385.946286
8.207129 2381646.96 2381.646959
7.4997313 2385100.46 2385.10046
8.7641265 2357842.37 2357.842368
8.344301 2361371.48 2361.371484
23815.3932
23188.6533
23843.8662
23660.7065
22680.9086
23406.1331
23363.9567
23397.8355
23130.4336
23165.0543
23.8153932
23.1886533
23.8438662
23.6607065
22.6809086
23.4061331
23.3639567
23.3978355
23.1304336
23.1650543
23.8153932
23.1886533
23.6607065
23.4061331
23.3639567
23.3978355
23.1304336
23.1650543
3
Porosity(%) statistics
Mean
8.1476557
Standard Error
0.2021426
Median
8.2128781
Mode
#N/A
Standard Deviation 0.5717457
Sample Variance
0.3268932
Kurtosis
-0.9543952
Skewness
-0.0139412
Range
1.6362033
Sum
65.181246
Count
8
Confidence Level(9 0.4779914
Unit weight (kN/m3) statistics
Mean
23.3910208
Standard Error
0.08595564
Median
23.3808961
Mode
#N/A
Standard Deviation
0.24311925
Sample Variance
0.05910697
Kurtosis
-0.32492647
Skewness
0.77546923
Range
0.68495959
Sum
187.128166
Count
8
Confidence Level(95.0%)
0.20325278
APPENDIX G
Waypoint: 33
Formula
RMD: 19_03_01
1
Scanline: 19_03_01
2
SaturatedSaturated-submerged
submerged mass mass of basket plus
of basket (g)
sample (g)
1
2
3
4
5
6
7
8
9
10
6.45
7.92
8
7.5
6.81
7.85
7.54
7.52
7.3
7.41
287.11
233.27
251.47
258.67
223.79
265.76
233.97
230.94
240.18
186.5
Sample: 19_03_01, 02
Lithotechnical unit: Scoriaceous andesite
2-1
A
Msub (Saturated Mass of
submerged mass container
(g)
of sample (g))
280.66
225.35
243.47
251.17
216.98
257.91
226.43
223.42
232.88
179.09
o
B
Mass of saturatedsurface-dry sample
plus container (g)
464.81
440.6
522.02
470.57
375.2
437.95
486.03
529.87
412.19
373.85
13.75
11.38
10.69
10.42
12.83
10.3
13.18
13.32
13.37
13.32
3
ρw (density of water) = mass of water per unit volume at 18.7 = 998.444 kg/m = 998444 g/m
B-A
C
C-A
Msat (Saturated- Mass of oven-dry
Ms (Grain
surface-dry mass sample plus
weight (g))
of sample (g))
container (g)
451.06
429.22
511.33
460.15
362.37
427.65
472.85
516.55
398.82
360.53
372.54
378.87
471.02
404.71
295.28
346.58
439.06
496.37
332.02
329.82
358.79
367.49
460.33
394.29
282.45
336.28
425.88
483.05
318.65
316.5
(Msat - Msub)/ρ w
V (Bulk volume
3
(m ))
0.000317165
0.000253068
0.000241253
0.000255802
0.000226865
0.000275364
0.000224685
0.000219855
0.000239297
0.000181945
(Msat - Ms)/ρ w
Vv (Pore volume
3
(m ))
9.24138E-05
6.18262E-05
5.10795E-05
6.59626E-05
8.00445E-05
9.15124E-05
4.70432E-05
3.35522E-05
8.02949E-05
4.40986E-05
100Vv/V
Ms/V
n (Porosity Dry density
of rock
(%))
3
(g/m )
1131241.1
1452137.27
1908081.04
1541386.32
1245012.92
1221218.25
1895456.51
2197130.17
33.554534 1331609.74
24.237295 1739533.84
24.430633
21.172591
25.78658
35.282881
33.2332
20.937433
Unit weight
Dry density of of rock
3
3
rock (kg/m ) (N/m )
1131.241104
1452.137267
1908.081036
1541.386324
1245.012923
1221.218245
1895.456505
2197.130166
1331.609742
1739.533843
11097.4752
14245.4666
18718.275
15120.9998
12213.5768
11980.151
18594.4283
21553.8469
13063.0916
17064.827
Unit weight of Unit weight of
rock (kN/m3 rock (kN/m3
11.0974752
14.2454666
18.718275
15.1209998
12.2135768
11.980151
18.5944283
21.5538469
13.0630916
17.064827
Minimum
14.2454666
18.718275
15.1209998
12.2135768
11.980151
18.5944283
Maximum
13.0630916
17.064827
3
Porosity(%) statistics
Mean
27.329393
Standard Error
2.0527543
Median
25.108606
Mode
#N/A
Standard Deviation 5.8060661
Sample Variance
33.710403
Kurtosis
-1.885326
Skewness
0.3873319
Range
14.345449
Sum
218.63515
Count
8
Confidence Level(9 4.8539927
3
Unit weight (kN/m ) statistics
Mean
15.125102
Standard Error
0.96457808
Median
14.6832332
Mode
#N/A
Standard Deviation
2.7282388
Sample Variance
7.44328693
Kurtosis
-1.71862104
Skewness
0.28338363
Range
6.73812398
Sum
121.000816
Count
8
Confidence Level(95.0%)
2.28086471
APPENDIX G
Waypoint: 40
Formula
RMD: 20_03_01
1
Scanline: 20_03_01
2
SaturatedSaturated-submerged
submerged mass mass of basket plus
of basket (g)
sample (g)
1
2
3
4
E
6
7
8
9
10
7.55
7.53
7.61
7.86
8.08
7.7
7.91
7.73
7.95
7.58
228.49
254.68
259.64
202.38
222.72
334.92
275.46
293.88
276.36
269.03
Sample: 20_03_01
Lithotechnical unit: Altered andesite
2-1
A
Msub (Saturated Mass of
submerged mass container
(g)
of sample (g))
220.94
247.15
252.03
194.52
214.64
327.22
267.55
286.15
268.41
261.45
o
B
B-A
C
C-A
Mass of saturated- Msat (Saturated- Mass of oven-dry
Ms (Grain
surface-dry sample surface-dry mass sample plus
weight (g))
plus container (g)
of sample (g))
container (g)
471.01
544.01
538.02
428.8
461.5
703.06
548.36
603.85
573.28
572.64
10.51
10.41
2.04
2.09
14
13.82
2.11
10.57
13.79
13.2
3
ρw (density of water) = mass of water per unit volume at 18.7 = 998.444 kg/m = 998444 g/m
460.5
533.6
535.98
426.71
447.5
689.24
546.25
593.28
559.49
559.44
398.28
472.62
463.48
378.58
390.97
597.95
453.38
507.24
490.54
496.38
387.77
462.21
461.44
376.49
376.97
584.13
451.27
496.67
476.75
483.18
(Msat - Msub)/ρ w
V (Bulk volume
3
(m ))
0.000224432
0.000260487
0.000260873
0.000201063
0.000227214
0.000339193
0.000281902
0.000293936
0.00028029
0.0002741
(Msat - Ms)/ρ w
Vv (Pore volume
3
(m ))
7.28433E-05
7.15013E-05
7.46562E-05
5.02983E-05
7.06399E-05
0.000105274
9.5128E-05
9.67606E-05
8.28689E-05
7.63788E-05
100Vv/V
Ms/V
Unit weight
n (Porosity Dry density
Dry density of of rock
of rock
(%))
Unit weight of Unit weight of
3
3
3
(g/m )
rock (kg/m ) (N/m )
rock (kN/m3 rock (kN/m3
32.45674 1727783.1
27.449068 1774407.13
28.617871 1768833.19
1872493.63
31.089614 1659097.63
31.036575 1722118.3
1600805.79
32.918866 1689718.76
29.56547 1700919.18
27.86531 1762786.58
1727.783104
1774.407127
1768.83319
1872.49363
1659.097631
1722.118302
1600.805788
1689.718755
1700.919183
1762.786584
16949.5522
17406.9339
17352.2536
18369.1625
16275.7478
16893.9805
15703.9048
16576.141
16686.0172
17292.9364
16.9495522
17.4069339
17.3522536
18.3691625
16.2757478
16.8939805
15.7039048
16.576141
16.6860172
17.2929364
16.9495522
17.4069339
17.3522536
Maximum
16.2757478
16.8939805
Minimum
16.576141
16.6860172
17.2929364
3
Porosity(%) statistics
Mean
30.124939
Standard Error
0.7301598
Median
30.301023
Mode
#N/A
Standard Deviation 2.0652039
Sample Variance
4.2650672
Kurtosis
-1.6081945
Skewness
0.0399619
Range
5.4697978
Sum
240.99951
Count
8
Confidence Level(9 1.7265537
Unit weight (kN/m3) statistics
16.9291953
Mean
0.1434244
Standard Error
16.9217664
Median
#N/A
Mode
0.40566545
Standard Deviation
0.16456446
Sample Variance
-1.0640977
Kurtosis
-0.29833597
Skewness
1.13118616
Range
Sum
135.433563
Count
8
0.3391448
Confidence Level(95.0%)
APPENDIX G
Soft rocks
Waypoint: 113
RMD: 20_08_01 ; Soil field description: 20_08_01
Length of corer
(mm):
1
2
3
4
5
6
7
8
9
10
50.30
49.10
50.00
50.65
50.60
49.30
50.40
49.15
49.90
50.50
Internal d iameter of corer
(mm):
60.35
60.50
60.10
60.30
60.45
60.35
60.15
60.05
60.25
59.90
Scanline: N/A
Sample: 20_08_01
Volume of corer Volume of Mass of oven dry
(mm 3):
corer (m 3): soil plus tray (g)
143883.971
141150.4031
141843.301
144645.1764
145222.199
141023.4547
143216.0466
139200.0615
142267.1166
142309.8314
0.00014388
0.00014115
0.00014184
0.00014465
0.00014522
0.00014102
0.00014322
0.0001392
0.00014227
0.00014231
185.54
175.82
177.01
184.62
176.21
185.88
176.49
174.97
179.03
171.63
Lithotechnical unit: Matahina Ignimbrite
Mass of tray (g)
13.31
10.65
10.46
10.24
10.5
13.29
10.31
10.4
10.49
10.3
Mass of oven dry
soil (g):
Mass of oven dry soil (kg):
Volume of birdseed (cm 3):
0.17223
0.16517
0.16655
0.17438
0.16571
0.17259
0.16618
0.16457
0.16854
0.16133
172.23
165.17
166.55
174.38
165.71
172.59
166.18
164.57
168.54
161.33
Volume of bird seed (m 3): Volume of
soil (m 3):
2.90
2.70
3.20
3.40
3.30
0.40
1.00
1.50
5.00
6.00
0.0000029
0.0000027
0.0000032
0.0000034
0.0000033
0.0000004
0.000001
0.0000015
0.000005
0.000006
0.000140984
0.00013845
0.000138643
0.000141245
0.000141922
0.000140623
0.000142216
0.0001377
0.000137267
0.00013631
Dry d ensity Unit weight of Unit weight of
3
(kg/ m 3):
soil (N/m ) rock (kN/m3
1221.628237
1192.990387
1201.28415
1234.590833
1167.611559
1227.320154
1168.503864
1195.133817
1227.825019
1183.553661
11984.17
11703.24
11784.60
12111.34
11454.27
12040.01
11463.02
11724.26
12044.96
11610.66
11.98
11.70
11.78
Maximum
Minimum
12.04
11.46
11.72
12.04
11.61
Dry density
Unit weight (kN/m3) statistics
kN/m
3
N/m
3
kg/m
3
11.79436593 11794.3659 1202.279911
g/m
3
1202279.911
g/cm
3
1.20227991
Mean
Standard Error
Median
Mode
Standard Deviation
Sample Variance
Kurtosis
Skewness
Range
Sum
Count
Confidence Level(95.0%)
11.7943659
0.07512101
11.7544301
#N/A
0.21247431
0.04514533
-1.17078201
-0.12473174
0.58194053
94.3549274
8
0.17763297
APPENDIX G
Waypoint: 109
Soil field description: 19_08_01a/b
Volume of block
3
(mm )
1
2
3
4
5
6
7
8
9
10
11
42955.77
32544.31
29960.11
82104.43
41944.57
15971.10
16147.21
29613.93
57715.47
81207.00
22485.13
Scanline: N/A
Volume of block Mass of oven dry
3
(m )
block plus tray (g)
0.000043
0.000033
0.000030
0.000082
0.000042
0.000016
0.000016
0.000030
0.000058
0.000081
0.000022
Sample: 19_08_01
Mass of tray (g)
Lithotechnical unit: Block and ash flow
Mass of oven dry
block (g)
2.09
10.36
13.75
13.82
13.95
2.08
13.92
13.78
13.2
10.58
2.08
85.05
72.63
69.8
156.53
99.79
33.03
47.44
50.82
150.32
184.21
51.34
82.96
62.27
56.05
142.71
85.84
30.95
33.52
37.04
137.12
173.63
49.26
Mass of oven dry Dry d ensity
(kg/ m 3):
block (kg)
0.083
0.062
0.056
0.143
0.086
0.031
0.034
0.037
0.137
0.174
0.049
1931.29
1913.39
1870.82
1738.15
2046.51
1937.88
2075.90
1250.76
2375.79
2138.12
2190.78
Unit weight of Unit weight of rock
3
3
rock (N/m )
(kN/m )
18.95
18.77
18.35
17.05
20.08
19.01
20.36
18945.94
18770.37
18352.75
17051.27
20076.27
19010.56
20364.59
12269.98
23306.53
20974.92
21491.57
Minimum
Maximum
20.97
21.49
Dry density
3
Unit weight (kN/m ) statistics
kN/m
3
N/m
3
kg/m
3
19.44869 19448.69 1982.537597
g/m
3
1982538
g/cm
3
1.98254
Mean
Standard Error
Median
Mode
Standard Deviation
Sample Variance
Kurtosis
Skewness
Range
Sum
Count
Confidence Level(95.0%)
19.4486938
0.46530979
19.0105616
#N/A
1.39592937
1.94861882
-0.4452981
-0.14906
4.44029161
175.038244
9
1.0730063
APPENDIX H: SCHMIDT HAMMER DATA
Indurated andesite
r
Waypoint Number
12
1
2
3
4
5
6
7
8
9
10
26
11
12
13
14
15
16
17
18
19
20
39
40
40
41
41
41
41
42
42
43
43
43
44
44
45
45
46
48
48
50
r
Waypoint Number
28
21
22
23
24
25
26
27
28
29
30
29
31
32
33
34
35
36
37
38
39
40
29
29
29
30
30
30
30
32
32
34
24
25
25
26
26
26
27
28
28
28
r
Waypoint Number
31
41
42
43
44
45
46
47
48
49
50
34
61
62
63
64
65
66
67
68
69
70
25
26
26
26
27
27
28
29
30
32
38
38
38
39
40
40
44
46
46
48
r
Waypoint Number
35
71
72
73
74
75
76
77
78
79
80
46
81
82
83
84
85
86
87
88
89
90
28
29
30
30
30
30
32
32
32
36
39
40
41
41
41
41
42
44
45
48
APPENDIX H
r
Waypoint Number
47
91
92
93
94
95
96
97
98
99
100
48
101
102
103
104
105
106
107
108
109
110
38
38
39
39
40
40
40
40
40
42
50
50
51
53
53
53
53
54
54
54
r
Waypoint Number
49
111
112
113
114
115
116
117
118
119
120
50
121
122
123
124
125
126
127
128
129
130
60
131
132
133
52
52
52
52
53
53
53
54
54
55
54
54
54
55
55
56
56
56
56
56
40
42
38
r
Waypoint Number
61
134
135
136
137
138
139
140
141
142
143
62
144
145
146
147
148
149
150
151
152
153
36
36
37
37
37
37
37
38
38
38
41
41
41
41
41
42
42
43
43
43
r
Waypoint Number
63
154
155
156
157
158
159
160
161
162
163
72
164
165
166
167
168
169
170
171
172
173
44
44
45
45
45
45
45
45
46
46
47
48
48
48
48
48
48
48
49
49
APPENDIX H
r
Waypoint Number
73
174
175
176
177
178
179
180
181
182
183
80
184
185
186
187
188
189
190
191
192
193
44
44
44
44
45
45
45
45
45
46
40
40
40
40
40
40
41
41
41
42
r
Waypoint Number
87
194
195
196
197
198
199
200
201
202
203
49
50
50
50
50
50
50
51
51
58
Mean
Standard Error
Median
Mode
Standard Deviation
Sample Variance
Kurtosis
Skewness
Range
Minimum
Maximum
Sum
Count
Confidence Level(95.0
41.21675
0.600981
41
40
8.562659
73.31912
-0.80798
-0.204898
34
24
58
8367
203
1.185
APPENDIX H
Scoriaceous andesite
Waypoint Number
r
2
1
2
3
4
5
6
7
8
9
10
33
11
12
13
14
15
16
17
18
19
20
Mean
Standard Error
Median
Mode
Standard Deviation
Sample Variance
Kurtosis
Skewness
Range
Minimum
Maximum
Sum
Count
Confidence Level(95.0
Indurated dacite
16
17
17
17
18
18
19
20
20
22
18
18
18
18
18
18
18
19
19
19
18.35
0.292674
18
18
1.308877
1.713158
2.211185
0.990128
6
16
22
367
20
0.612573
Altered andesite
Waypoint Number
r
51
1
2
3
4
5
6
7
8
9
10
52
11
12
13
14
15
16
17
18
19
20
Mean
Standard Error
Median
Mode
Standard Deviation
Sample Variance
Kurtosis
Skewness
Range
Minimum
Maximum
Sum
Count
Confidence Level(95.0
34
34
36
37
38
39
39
40
41
45
38
42
37
35
40
41
35
35
39
41
38.3
0.661338
38.5
39
2.957595
8.747368
-0.279573
0.311666
11
34
45
766
20
1.384197
Waypoint Number
r
40
1
2
3
4
5
6
7
8
9
10
4
1
2
3
4
5
6
7
8
9
10
Mean
Standard Error
Median
Mode
Standard Deviation
Sample Variance
Kurtosis
Skewness
Range
Minimum
Maximum
Sum
Count
Confidence Level(95.0
15
15
15
16
16
16
17
18
18
20
14
15
15
15
15
16
18
19
19
20
16.6
0.419273
16
15
1.875044
3.515789
-0.983737
0.598256
6
14
20
332
20
0.877548
APPENDIX H
Schmidt hammer rebound-UCS correlation method (Selby 1993).
APPENDIX I: POINT LOAD DATA
Waypoint: 26
Waypoint: 12
W (width
mm)
RMD: 26_02_01
RMD: 20_02_02
Scanline: 26_02_01
Scanline: 20_02_02
Sample: 26_02_01
Sample: 20_02_02
Lithotechnical unit: Indurated andesite
Lithotechnical unit: Indurated andesite
D (distance between D/W ratio L (must be Indicated
P (load)
two platens mm)
force (units) kN
> 0.5 D)
4(W*D)/3.14
2
2
De (mm )
2
2
√De
P/De
De (equivalent
Is (uncorrected point
diameter (mm)) load strength)
De/50
0.45
(De/50)
F*Is
F (size correction Is(50) (point load
factor)
strength index, size
1
2
3
4
5
6
7
8
9
10
62.4
59
61.1
74.55
59.7
75.8
57.7
76.95
51.4
64.85
62.4
49.2
52.7
52.7
56.6
59.55
53.5
51.8
52.8
52.4
1
0.833898
0.86252
0.706908
0.948074
0.78562
0.92721
0.673164
1.027237
0.808019
34
36.7
36.45
44.5
38.4
37.75
37.9
39.25
25
32.6
8.9
9.83
7.19
9.95
9.08
11.18
11.21
9.95
6.97
3.75
10142.29
11202.12
8193.57
11338.87
10347.42
12740.58
12774.77
11338.87
7942.857
4273.342
4957.68921
3695.95975
4099.793137
5002.284425
4302.301886
5747.263249
3930.426813
5075.145558
3455.470265
4326.646227
70.41086003
60.79440559
64.02962702
70.7268296
65.59193461
75.81070669
62.69311615
71.24005585
58.78324817
65.77724703
2.045769126
3.030908705
1.998532438
2.266738105
2.405088253
2.216807821
3.250223643
2.234195766
2.298632809
0.987679932
1.408217
1.215888
1.280593
1.414537
1.311839
1.516214
1.253862
1.424801
1.175665
1.315545
1.16654458
1.091948423
1.117724924
1.168897377
1.129916098
1.205985936
1.107165218
1.172706713
1.075542581
1.131351508
2.386480885
3.309595981
2.233809518
2.649584224
2.717547935
2.673439056
3.598534567
2.620056373
2.472277465
11
12
13
14
15
16
17
18
19
20
56.5
52.7
50.4
55.75
59.6
56.4
57
59.2
65.8
64.2
49.7
49.15
48.65
53.2
55.6
53.4
54.9
53.1
58.7
60.2
0.879646
0.932638
0.965278
0.95426
0.932886
0.946809
0.963158
0.896959
0.892097
0.937695
29.45
28.35
51.7
28.35
30.45
33.725
33.6
42.375
37.85
32.525
9.78
8.69
8.25
9.31
6.07
10.03
6.78
10.7
13.46
2.84
11145.14
9902.971
9401.547
10609.52
6917.216
11430.04
7726.333
12193.57
15338.87
3236.305
3575.320304
3297.951435
3121.932434
3776.301166
4219.210274
3834.691931
3984.348507
4002.453974
4917.836812
4920.867122
59.79398217
57.42779323
55.87425556
61.45161646
64.95544838
61.92488943
63.12169601
63.26495059
70.12729007
70.14889252
3.117241416
3.002764436
3.011451074
2.809501553
1.639457587
2.980692325
1.939171007
3.046523371
3.119027594
0.65766958
1.19588
1.148556
1.117485
1.229032
1.299109
1.238498
1.262434
1.265299
1.402546
1.402978
1.083825495
1.064310767
1.051256721
1.097244691
1.124968887
1.101039389
1.110564776
1.11169826
1.16442809
1.16458949
3.378545722
3.19587452
3.165808182
3.082710663
1.844338777
3.281859657
2.153575015
3.386814731
Is(50) statistics
Mean
2.717598
Standard Error
0.163722
Median
2.695493
Mode
#N/A
Standard Deviation
0.694613
Sample Variance
0.482487
Kurtosis
2.361367
Skewness
-1.290929
Range
2.832619
Sum
48.91677
Count
18
Confidence Level(95.0 0.345423
(F*Is)*?
UCS (MPa)
52.50
72.81
49.14
58.29
59.79
58.82
79.17
57.64
54.39
Minimum
74.32800588
70.30923945
69.64778
67.81963458
40.57545309
72.20091246
47.37865032
74.50992409
Maximum
0.765915081 16.85013179
UCS (MPa) statistics
Mean
59.78716132
Standard Error
3.601881315
Median
59.3008569
Mode
#N/A
Standard Deviation
15.28148822
Sample Variance
233.5238821
Kurtosis
2.361366552
Skewness
-1.29092868
Range
62.31762868
Sum
1076.168904
Count
18
Confidence Level(95.0% 7.599305238
APPENDIX I
Waypoint: 26
Waypoint: 12
RMD: 26_02_01
RMD: 20_02_02
Scanline: 26_02_01
Scanline: 20_02_02
Sample: 26_02_01
Sample: 20_02_02
Lithotechnical unit: Indurated andesite
Lithotechnical unit: Indurated andesite
PLCN
Minimum
Maximum
20
21
22
23
24
25
26
27
28
29
30
1
2
3
4
5
6
7
8
9
10
47.73
66.19
44.68
52.99
54.35
53.47
71.97
52.40
49.45
50.12
69.50
46.91
55.64
57.07
56.14
75.57
55.02
51.92
52.50
72.81
49.14
58.29
59.79
58.82
79.17
57.64
54.39
54.89
76.12
51.38
60.94
62.50
61.49
82.77
60.26
56.86
57.28
79.43
53.61
63.59
65.22
64.16
86.36
62.88
59.33
59.66
82.74
55.85
66.24
67.94
66.84
89.96
65.50
61.81
62.05
86.05
58.08
68.89
70.66
69.51
93.56
68.12
64.28
64.43
89.36
60.31
71.54
73.37
72.18
97.16
70.74
66.75
66.82
92.67
62.55
74.19
76.09
74.86
100.76
73.36
69.22
69.21
95.98
64.78
76.84
78.81
77.53
104.36
75.98
71.70
71.59
99.29
67.01
79.49
81.53
80.20
107.96
78.60
74.17
11
12
13
14
15
16
17
18
19
20
67.57
63.92
63.32
61.65
36.89
65.64
43.07
67.74
70.95
67.11
66.48
64.74
38.73
68.92
45.23
71.12
74.33
70.31
69.65
67.82
40.58
72.20
47.38
74.51
77.71
73.51
72.81
70.90
42.42
75.48
49.53
77.90
81.09
76.70
75.98
73.99
44.26
78.76
51.69
81.28
84.46
79.90
79.15
77.07
46.11
82.05
53.84
84.67
87.84
83.09
82.31
80.15
47.95
85.33
55.99
88.06
91.22
86.29
85.48
83.23
49.80
88.61
58.15
91.44
94.60
89.48
88.64
86.32
51.64
91.89
60.30
94.83
97.98
92.68
91.81
89.40
53.49
95.17
62.45
98.22
101.36
95.88
94.97
92.48
55.33
98.46
64.61
101.60
15.32
16.08
16.85
17.62
18.38
19.15
19.91
20.68
21.45
22.21
22.98
PLCN = 20 statistics
Mean
Standard Error
Median
Mode
Standard Deviation
Sample Variance
Kurtosis
Skewness
Range
Sum
Count
Confidence Level(95.0%)
54.35196484
3.274437559
53.90986991
#N/A
13.89226201
192.9949439
2.361366552
-1.29092868
56.65238971
978.3353671
18
6.908459307
PLCN = 22 statistics
Mean
Standard Error
Median
Mode
Standard Deviation
Sample Variance
Kurtosis
Skewness
Range
Sum
Count
Confidence Level(95.0%)
59.78716132
3.601881315
59.3008569
#N/A
15.28148822
233.5238821
2.361366552
-1.29092868
62.31762868
1076.168904
18
7.599305238
PLCN = 25 statistics
Mean
Standard Error
Median
Mode
Standard Deviation
Sample Variance
Kurtosis
Skewness
Range
Sum
Count
Confidence Level(95.0%)
67.93995605
4.093046949
67.38733738
#N/A
17.36532752
301.5545998
2.361366552
-1.29092868
70.81548714
1222.919209
18
8.635574134
APPENDIX I
Waypoint: 52
W (width
mm)
1
2
3
4
5
6
7
8
9
10
57.3
53.9
58.85
51.2
72.9
85.7
53
69.45
73.85
73.3
RMD: 14_03_02
Scanline: 14_03_01
Sample: 14_03_02
Lithotechnical unit: Indurated dacite
D (distance between D/W ratio L (must be Indicated
P (load)
two platens mm)
> 0.5 D) force (units) kN
53.35
49
54
51
55.4
67.1
69.15
54.7
48.8
76.4
0.931065
0.909091
0.917587
0.996094
0.759945
0.782964
1.304717
0.787617
0.660799
1.042292
26.4
30.6
31.95
32.2
42.65
45.5
47
48.3
42
40.825
6.37
4.3
6.96
5.95
7.1
10.03
7
9.58
7
10
7259.097
4900.122
7931.461
6780.464
8091.005
11430.04
7977.045
10917.22
7977.045
11395.85
4(W*D)/3.14
2
De (mm )
2
3892.235992
3362.752962
4046.227949
3324.683099
5142.18162
7321.725805
4666.359269
4836.928805
4588.60253
7130.294239
2
2
√De
P/De
De (equivalent Is (uncorrected point
diameter (mm)) load strength)
62.38778721
57.98924867
63.60996737
57.66006503
71.70900655
85.56708365
68.31075515
69.54803236
67.73922446
84.44106962
1.865019658
1.457175813
1.960211192
2.039431716
1.57345774
1.561112382
1.709479467
2.257055404
1.738447665
1.598229805
De/50
1.247756
1.159785
1.272199
1.153201
1.43418
1.711342
1.366215
1.390961
1.354784
1.688821
(De/50)
0.45
F*Is
F (size correction Is(50) (point load
factor)
strength index, size
1.1047355
1.068980702
1.114422382
1.066245732
1.176174246
1.273507558
1.150756898
1.16008999
1.146414306
1.265938695
(F*Is)*?
UCS (MPa)
2.060353424
45.33
2.184503225
2.174535362
1.850660471
1.988088417
1.967195289
1.992981275
48.06
47.84
40.71
43.74
43.28
Minimum
2.023260954
Maximum
43.85
44.51
Is(50) statistics
UCS (MPa) statistics
Mean
2.030197
Standard Error
0.038951
Median
2.008121
Mode
#N/A
Standard Deviation
0.11017
Sample Variance
0.012137
Kurtosis
-0.101961
Skewness
0.077611
Range
0.333843
Sum
16.24158
Count
8
Confidence Level(95.0 0.092105
Mean
44.66434065
Standard Error
0.856922576
Median
44.17866451
Mode
#N/A
Standard Deviation
2.423743057
Sample Variance
5.874530405
Kurtosis
-0.10196068
Skewness
0.077611299
Range
7.344540598
Sum
357.3147252
Count
8
Confidence Level(95.0%2.026299904
APPENDIX I
Waypoint: 52
RMD: 14_03_02
Scanline: 14_03_01
Sample: 14_03_02
Lithotechnical unit: Indurated dacite
PLCN
1
2
3
4
5
6
7
8
9
10
20
21
22
23
24
25
26
27
28
29
30
41.21
43.27
45.33
47.39
49.45
51.51
53.57
55.63
57.69
59.75
61.81
43.69
43.49
37.01
39.76
39.34
45.87
45.67
38.86
41.75
41.31
48.06
47.84
40.71
43.74
43.28
50.24
50.01
42.57
45.73
45.25
52.43
52.19
44.42
47.71
47.21
54.61
54.36
46.27
49.70
49.18
56.80
56.54
48.12
51.69
51.15
58.98
58.71
49.97
53.68
53.11
61.17
60.89
51.82
55.67
55.08
63.35
63.06
53.67
57.65
57.05
65.54
65.24
55.52
59.64
59.02
39.86
40.47
41.85
42.49
43.85
44.51
45.84
46.54
47.83
48.56
49.82
50.58
51.82
52.60
53.81
54.63
55.80
56.65
57.80
58.67
59.79
60.70
Minimum
Maximum
PLCN = 20 statistics
Mean
Standard Error
Median
Mode
Standard Deviation
Sample Variance
Kurtosis
Skewness
Range
Sum
Count
Confidence Level(95.0%)
40.60394604
0.779020523
40.16242228
#N/A
2.203402779
4.854983806
-0.10196068
0.077611299
6.676855089
324.8315683
8
1.842090821
PLCN = 22 statistics
Mean
Standard Error
Median
Mode
Standard Deviation
Sample Variance
Kurtosis
Skewness
Range
Sum
Count
Confidence Level(95.0%)
44.66434065
0.856922576
44.17866451
#N/A
2.423743057
5.874530405
-0.10196068
0.077611299
7.344540598
357.3147252
8
2.026299904
PLCN = 25 statistics
Mean
Standard Error
Median
Mode
Standard Deviation
Sample Variance
Kurtosis
Skewness
Range
Sum
Count
Confidence Level(95.0%)
50.75493255
0.973775654
50.20302785
#N/A
2.754253474
7.585912197
-0.10196068
0.077611299
8.346068861
406.0394604
8
2.302613527
APPENDIX I
Waypoint: 40
W (width
mm)
1
2
3
4
5
6
7
8
9
10
58.18
64.2
63.2
53.7
61.2
65.15
73
64.2
65.45
64.8
RMD: 20_03_01
Scanline: 20_03_01
Sample: 20_03_01
Lithotechnical unit: Altered andesite
D (distance between D/W ratio L (must be Indicated
P (load)
> 0.5 D) force (units) kN
two platens mm)
50.8
59.8
61.7
49.2
50.7
60.1
52.2
58.3
50
56.6
0.873152
0.931464
0.976266
0.916201
0.828431
0.922487
0.715068
0.9081
0.763942
0.873457
38.05
33.9
33.45
49.2
50.7
60.1
52.2
58.3
50
56.6
3.24
2.85
2.51
4.87
1.79
2.86
2.71
1.96
0.7
1.77
3692.145
3247.701
2860.236
5549.695
2039.723
3259.097
3088.156
2233.456
797.5582
2016.931
4(W*D)/3.14
2
De (mm )
2
3763.115497
4888.170331
4964.92121
3363.949807
3950.658589
4985.388536
4851.806609
4765.557362
4166.67641
4669.835213
2
2
√De
P/De
De (equivalent Is (uncorrected point
diameter (mm)) load strength)
61.34423768
69.9154513
70.46219703
57.9995673
62.85426468
70.60728387
69.65491088
69.03301647
64.54979791
68.33619256
0.981140514
0.664400053
0.576088948
1.649755569
0.516299592
0.653729717
0.636496199
0.46866619
0.191413515
0.431906332
De/50
1.226885
1.398309
1.409244
1.159991
1.257085
1.412146
1.393098
1.38066
1.290996
1.366724
Is(50) statistics
Mean
Standard Error
Median
Mode
Standard Deviation
Sample Variance
Kurtosis
Skewness
Range
Sum
Count
Confidence Level(95.0
(De/50)
0.45
F*Is
F (size correction Is(50) (point load
factor)
strength index, size
1.096381494
1.162843909
1.166927244
1.069066294
1.108444966
1.168007887
1.160891901
1.156216282
1.121801967
1.150949711
(F*Is)*?
UCS (MPa)
1.075704302
0.772593555
0.672253889
23.67
17.00
14.79
0.572289684
0.763561466
0.738903283
0.54187948
12.59
16.80
16.26
11.92
0.497102467
10.94
Maximum
Minimum
UCS (MPa) statistics
0.704286
0.064791
0.705579
#N/A
0.183256
0.033583
1.760449
1.123393
0.578602
5.634288
8
0.153206
Mean
15.49429235
Standard Error
1.425397348
Median
15.52272889
Mode
#N/A
Standard Deviation
4.031632522
Sample Variance
16.2540608
Kurtosis
1.760449092
Skewness
1.123392731
Range
12.72924036
Sum
123.9543388
Count
8
Confidence Level(95.0%3.370529136
APPENDIX I
Waypoint: 40
RMD: 20_03_01
Scanline: 20_03_01
Sample: 20_03_01
Lithotechnical unit: Altered andesite
PLCN
1
2
3
4
5
6
7
8
9
10
20
21
22
23
24
25
26
27
28
29
30
21.51
15.45
13.45
22.59
16.22
14.12
23.67
17.00
14.79
24.74
17.77
15.46
25.82
18.54
16.13
26.89
19.31
16.81
27.97
20.09
17.48
29.04
20.86
18.15
30.12
21.63
18.82
31.20
22.41
19.50
32.27
23.18
20.17
11.45
15.27
14.78
10.84
12.02
16.03
15.52
11.38
12.59
16.80
16.26
11.92
13.16
17.56
16.99
12.46
13.73
18.33
17.73
13.01
14.31
19.09
18.47
13.55
14.88
19.85
19.21
14.09
15.45
20.62
19.95
14.63
16.02
21.38
20.69
15.17
16.60
22.14
21.43
15.71
17.17
22.91
22.17
16.26
9.94
10.44
10.94
11.43
11.93
12.43
12.92
13.42
13.92
14.42
14.91
Maximum
Minimum
PLCN = 20 statistics
Mean
Standard Error
Median
Mode
Standard Deviation
Sample Variance
Kurtosis
Skewness
Range
Sum
Count
Confidence Level(95.0%)
14.08572032
1.295815771
14.11157172
#N/A
3.665120475
13.4331081
1.760449092
1.123392731
11.57203669
112.6857625
8
3.064117396
PLCN = 22 statistics
Mean
Standard Error
Median
Mode
Standard Deviation
Sample Variance
Kurtosis
Skewness
Range
Sum
Count
Confidence Level(95.0%)
15.49429235
1.425397348
15.52272889
#N/A
4.031632522
16.2540608
1.760449092
1.123392731
12.72924036
123.9543388
8
3.370529136
PLCN = 25 statistics
Mean
Standard Error
Median
Mode
Standard Deviation
Sample Variance
Kurtosis
Skewness
Range
Sum
Count
Confidence Level(95.0%)
17.60715039
1.619769714
17.63946465
#N/A
4.581400594
20.9892314
1.760449092
1.123392731
14.46504586
140.8572032
8
3.830146746
APPENDIX I
Waypoint: 33
W (width
mm)
1
2
3
4
5
6
7
8
9
10
67.1
62.4
66.5
62.9
66.1
65.2
61.9
55.2
63
57.6
RMD: 19_03_01
Scanline: 19_03_01
Sample: 19_03_01, 02
D (distance between D/W ratio L (must be Indicated
P (load)
two platens mm)
> 0.5 D) force (units) kN
64.8
56.1
54.4
59.9
52.2
62.2
51
49.6
54.9
54
0.965723
0.899038
0.818045
0.952305
0.789713
0.953988
0.82391
0.898551
0.871429
0.9375
36.5
36.175
33.375
33.975
32.875
33.95
35.65
40.15
34.625
29.3
1.46
2.77
6.36
3.16
2
0.94
6.05
8.29
3.07
5.59
1663.655
3156.533
7247.701
3600.977
2279.04
1071.062
6894.424
9447.131
3498.413
6370.208
Lithotechnical unit: Scoriaceous andesite
4(W*D)/3.14
2
De (mm )
2
5536.1474
4457.15328
4606.071377
4797.197365
4393.21119
5163.546579
4019.489919
3486.028014
4403.753613
3960.28428
√De
2
P/De
2
De/50
De (equivalent Is (uncorrected point
diameter (mm)) load strength)
74.40529148
66.76191489
67.86804386
69.26180307
66.28130347
71.85782198
63.39944731
59.04259492
66.3607837
62.9307896
0.300507722
0.708194746
1.573510272
0.750641824
0.518763965
0.207427673
1.715248555
2.709998539
0.794416124
1.608522848
(De/50)
0.45
F*Is
F (size correction Is(50) (point load
factor)
strength index, size
1.488106
1.335238
1.357361
1.385236
1.325626
1.437156
1.267989
1.180852
1.327216
1.258616
1.195873434
1.138941588
1.147394853
1.157939063
1.135244656
1.177272015
1.112761165
1.077675338
1.135857045
1.109052051
0.359369201
0.806592449
1.805437588
0.86919749
0.58892402
0.244198794
1.908661979
2.920498592
0.902343151
1.783935564
(F*Is)*?
UCS (MPa)
7.91
17.75
39.72
19.12
12.96
Minimum
5.37
Maximum
41.99
64.25
Is(50) statistics
UCS (MPa) statistics
Mean
1.128058
Standard Error
0.215523
Median
0.88577
Mode
#N/A
Standard Deviation
0.609591
Sample Variance
0.371601
Kurtosis
-1.875126
Skewness
0.332674
Range
1.549293
Sum
9.024461
Count
8
Confidence Level(95.0 0.509631
Mean
24.81726896
Standard Error
4.741502241
Median
19.48694705
Mode
#N/A
Standard Deviation
13.41099355
Sample Variance
179.854748
Kurtosis
-1.87512597
Skewness
0.33267361
Range
34.08444112
Sum
198.5381517
Count
8
Confidence Level(95.0%11.21187119
APPENDIX I
Waypoint: 33
RMD: 19_03_01
Scanline: 19_03_01
Sample: 19_03_01, 02
Lithotechnical unit: Scoriaceous andesite
PLCN
1
2
3
4
5
6
7
8
9
10
20
21
22
23
24
25
26
27
28
29
30
7.19
16.13
36.11
17.38
11.78
7.55
16.94
37.91
18.25
12.37
7.91
17.75
39.72
19.12
12.96
8.27
18.55
41.53
19.99
13.55
8.62
19.36
43.33
20.86
14.13
8.98
20.16
45.14
21.73
14.72
9.34
20.97
46.94
22.60
15.31
9.70
21.78
48.75
23.47
15.90
10.06
22.58
50.55
24.34
16.49
10.42
23.39
52.36
25.21
17.08
10.78
24.20
54.16
26.08
17.67
4.88
5.13
5.37
5.62
5.86
6.10
6.35
6.59
6.84
7.08
7.33
38.17
58.41
40.08
61.33
41.99
64.25
43.90
67.17
45.81
70.09
47.72
73.01
49.63
75.93
51.53
78.85
53.44
81.77
55.35
84.69
57.26
87.61
PLCN = 20 statistics
Mean
Standard Error
Median
Mode
Standard Deviation
Sample Variance
Kurtosis
Skewness
Range
Sum
Count
Confidence Level(95.0%)
22.5611536
4.310456583
17.71540641
#N/A
12.19181232
148.6402876
-1.87512597
0.33267361
30.98585557
180.4892288
8
10.19261017
PLCN = 22 statistics
Mean
Standard Error
Median
Mode
Standard Deviation
Sample Variance
Kurtosis
Skewness
Range
Sum
Count
Confidence Level(95.0%)
24.81726896
4.741502241
19.48694705
#N/A
13.41099355
179.854748
-1.87512597
0.33267361
34.08444112
198.5381517
8
11.21187119
PLCN = 25 statistics
Mean
Standard Error
Median
Mode
Standard Deviation
Sample Variance
Kurtosis
Skewness
Range
Sum
Count
Confidence Level(95.0%)
28.20144201
5.388070729
22.14425801
#N/A
15.2397654
232.2504494
-1.87512597
0.33267361
38.73231946
225.611536
8
12.74076271
APPENDIX J: SCANLINE SURVEY DATA SHEETS
Scanline data survey sheet: 20_02_02
Location: Summit 4wd track between second switchback and fork, indurated andesitic outcrop.
Sample: 20_02_02 Photo: 20_02_03, 20_02_04 Waypoint: 12 Rock type: Indurated andesite
Easting: 2837755 Northing: 6337062 Elevation: 732m Date: 20/02/2006 Sheet:1 of 1
Nature and orientation of discontinuities
Joint
No.
Distance
(m)
Type
Dip
Dip
direction
Persistence
Termination
U/L
Aperture
Nature of infill
J
Major/
random
joint
M
1
0.0
72.5
318
J2/outcrop
1
0.41
J
M
70
210
3 (outcrop
ltd)
2
2
5
3
0.87
J
r
80
320
2 (outcrop
ltd)
Outcrop
top/outcrop face
J2/J
4
1.16
J
M
65
124
J/J
5
5
1.55
J
M
70
230
2 (outcrop
ltd)
1
J/J
6
6
1.94
J
M
35
110
1
J/J
6
7
2.03
J
r
85
205
J/J
6
8
9
10
11
12
2.5
2.93
3.14
3.54
3.99
J
J
J
J
J
M
r
M
M
M
60
70
80
77.5
72.5
120
262
316
297
324
3 (outcrop
ltd)
1
1
3
2
2
J/Rock
Rock/J
J/Rock
J/J9
J/J
1
4
5
6
6
13
14
15
4.54
5.23
5.65
J
J
J
M
M
M
65
75
82.5
120
343
100
1
1
1
J/Rock
J10/J
Rock/J
4
5
5
5
Strength of
filling
Surface
roughness
Water
flow
Too tight for fill
5
1
Moss, plants,
soil/gravel
Open joint,
some moss,
gravel
Open joint,
roots
Open joint,
roots
Open joint,
roots
Open joint,
roots, bit of soil
Toot tight for fill
Open, lichen
Open, gravel
Open
Plant, open,
gravel
Open, gravel
Open, gravel
Moss, open
5
1
5
1
5
1
5
1
5
1
5
1
5
5
5
5
5
1
1
1
1
1
5
5
5
1
1
1
Remarks
APPENDIX J
Scanline survey data sheet: 26_02_01
Location: Putauaki rd-McKee rd intersection, right at first fork (towards water supply), right again, indurated andesitic outcrop. Accessed
via mountain bike.
Sample: 26_02_01 Photo: 26_02_06; 05_06_05-07, 08-10 Waypoint: 26
Rock type: Indurated andesite
Easting: 2837039
Northing: 6336242
Elevation: 279 m
Date: 26/02/06
Sheet: 1 of 2
Nature and orientation of discontinuities
Joint
No.
Distance
(m)
Type
Dip
Dip
Direction
Persistence
Termination
U/L
Aperture
Nature of infill
J
Major/
random
joint
M
1
0
67.5
210
3?
J/?
3
2
0.50
J
M
85
210
1?
Rock/?
3
0.90
J
M
60
310
1?
4
1.2
J
M
80
320
5
0.10
J
M
75
6
1.40
J
M
7
2.52
J
8
2.44
9
2.84
Strength
of infill
Surface
roughness
Water
flow
Remarks
Mossy, slimy
8
3
6
Mossy, slimy,
scoriaceous grit
8
3
General: eroded
outcrop bottom
difficult for bottom
termination
General: outcrop
very shaded =>
water more so in
moss & night
dampness
J4/J
6
5
3
1?
Rock/J
6
5
3
320
3?
J4/J16
4
3
85
246
1?
J4/?
4
5
3
M
82.5
256
1?
J6/J8
4
5
3
J
M
45
15
2?
J5/?
5
5
3
J
M
85
215
2
J5/?
5
Mossy, slimy,
scoriaceous grit
Mossy, slimy,
scoriaceous grit
Mossy, slimy,
scoriaceous grit,
open at times
Mossy and
slimy,
scoriaceous grit
Mossy and
slimy,
scoriaceous grit
Mossy and
slimy,
scoriaceous grit
Mossy and
slimy,
scoriaceous grit
5
3
Scoriaceous layer.
Photo 26_02_06
APPENDIX J
Scanline survey data sheet: 26_02_01
Sheet: 2 of 2
Dip
Dip
Direction
Persistence
Termination
U/L
Aperture
Nature of infill
J
Major/
random
joint
M
85
104
2?
J5/?
5
4.00
J
M
80
160
1?
J5/?
2
12
4.10
J
M
35
4
1?
J5/?
2
13
5.18
J
M
80
160
2?
J5/?
6
Mossy and
slimy,
scoriaceous grit
Little moss,
pretty tight
Little moss,
pretty tight
Mossy, open,
scoriaceous grit
14
5.67
J
M
25
0
1
J/J5
?
15
6.05
J
M
40
315
1
J/J5
3
Joint
No.
Distance
(m)
Type
10
3.00
11
Mossy,
scoriaceous grit,
open at times
Strength
of infill
Surface
roughness
Water
flow
8
1
8
1
8
1
8
3
8
3
8
3
Remarks
Couldn’t get some
joint info
APPENDIX J
Scanline survey data sheet: 20_03_01
Location: Summit 4wd track, right at fork, crater wall. Altered andesite similar to that of waypoint 11 20 m prior.
Sample: 20_03_01 (pointload)
Photo: 20_03_01, 2, 3 (outcrop), 4 (how crumbly rock is relative to weathered surface)
40
Rock type: Altered andesite
Easting: 2837851
Northing: 6337135
Elevation: 758m
Date: 20/03/2006
Sheet: 1 of 1
Waypoint:
Nature and orientation of discontinuities
Joint
No.
Distance
(m)
Type
Dip
Dip
Direction
Persistence
Termination
U/L
Aperture
Nature of infill
J
Major/
random
joint
M
1
0.2
65
300
4
J? (talus
obstructing)
7
2
0.5
J
M
65
310
4
J? (talus
obstructing)
7
3
0.75
J
M
65
305
4
7
4
0.8
J
r
60
270
4
5
1.0
J
M
70
250
4
J? (talus
obstructing)
J? (talus
obstructing)
J? (talus
obstructing)
6
1.1
J
M
70
312
4
7
7
1.4
J
M
72.5
245
4
8
1.5
J
M
70
248
4
9
1.55
J
M
70
245
4
10
1.56
J
M
75
310
4
J? (talus
obstructing)
J? (talus
obstructing)
J? (talus
obstructing)
J? (talus
obstructing)
J? (talus
obstructing)
11
1.7
J
M
60
305
4
7
12
1.8
J
M
75
245
4
13
1.9
J
M
70
314
4
14
2.0
J
M
45
165
3
15
2.5
J
M
60
300
4
16
3.01
J
M
65
305
4
J? (talus
obstructing)
J? (talus
obstructing)
J? (talus
obstructing)
J? (talus
obstructing)
J? (talus
obstructing)
J? (talus
obstructing)
6
6
6
6
6
7
6
7
6
7
7
Strength
of infill
Surface
roughness
Water
flow
Weak, altered
scoriaceous grit
1
6
Weak, altered
scoriaceous grit,
gravel
Weak, altered
scoriaceous grit
Weak, altered
scoriaceous grit
Weak, altered
scoriaceous grit,
gravel, soil
material
Weak, altered
scoriaceous grit
Weak, altered
scoriaceous grit
Weak, altered
scoriaceous grit
Weak, altered
scoriaceous grit
Weak, altered
scoriaceous grit,
gravel
Weak, altered
scoriaceous grit
Weak, altered
scoriaceous grit
Weak, altered
scoriaceous grit
Weak, altered
scoriaceous grit
Weak, altered
scoriaceous grit
Weak, altered
scoriaceous grit
1
6
1
6
1
6
1
6
1
6
1
6
1
6
1
6
1
6
1
6
1
6
1
6
1
6
1
6
1
6
Remarks
APPENDIX J
Scanline survey data sheet: 14_03_01
Location: Haulage rd, 2nd logging area, bushwacking up main dome on NW flank. Indurated dacitic outcrop.
Sample: 14_03_02
Photo: 03_06_01 Waypoint: 52
Rock type: Indurated dacite
Easting: 2836462
Northing: 6337282 Elevation: 330m Date: 14/03/2006 Sheet: 1 of 1
Nature and orientation of discontinuities
Joint
No.
Distance
(m)
Type
Dip
Dip
Direction
Persistence
Termination
U/L
Aperture
Nature of infill
J
Major/
random
joint
M
1
0.24
040
60
3
Outcrop
top/talus
? (edge
of profile)
2
0.40
J
r
060
45
1
J/J1
3
0.55
J
r
055
30
1
4
0.95
J
M
149
80
5
1.13
J
M
245
6
1.5
J
M
7
1.70
J
8
2.5
9
Surface
roughness
Water
flow
None as outcrop
edge
4
1
3
Gritty, silty, soil
4
1
J/J1
4
5
1
1
J/J6
5
1
75
3
J1/J
?
(outcrop
face)
7
Mossy, open,
gritty
Mossy, open,
gritty
5
1
085
37.5
1
J5/J
3
Open, gritty,
gravel, roots
Moss, tight
4
1
M
200
70
3
J1/J
3
Moss, tight
7
1
J
M
070
45
3
5
Gritty, soil
7
1
2.90
J
M
137
75
3
Outcrop
top/talus
J8/outcrop
base
Outcrop face
5
1
10
3.20
J
M
200
70
3
J7/J9
?
(outcrop
face)
5
Gritty
5
1
11
2.90
J
M
060
60
2
J8/J
4
Gritty
8
1
12
3.80
J
M
080
60
3
8
1
4.70
J
M
328
75
1
5
Cobbles, grit,
soil, roots
Gritty, open
5
13
Outcrop
top/talus
J12/J12
5
1
14
4.90
J
r
255
60
2
J8/J12
6
5
1
Gritty, open,
lichens
Strength
of infill
Remarks
APPENDIX J
Scanline survey data sheet: 19_03_01
Location: Approximately 20 m NE off summit 4wd drive between 2nd switchback and fork
Sample: 19_01_01 (indurated), 02 (scoriaceous and for point load) Photo: 19_03_02-11(pan),12-13 (thin valley walkthrough), 14-18
(mini tomos), 19-20 RMD outcrop, 21 (RMD) Waypoint: 20m inside summit 4wd track from waypoint 33 Rock type: Scoriaceous
andesite
Easting: 2837808
Northing: 6336858
Elevation: 672m
Date: 19/03/2006
Sheet: 1of 1
Nature and orientation of discontinuities
Joint
No.
Distance
(m)
Type
J
Major/
random
joint
M
1
0.0
2
Dip
70
0.1
J
M
3
2.7
J
4
3.4
5
Dip
Direction
Persistence
Termination
U/L
Aperture
Nature of infill
147.5
3
Top/base of
outcrop
7
55
25
4
J11/J1
7
M
50
24
4
J11/J1
7
J
M
50
27
4
J11/J1
7
4.4
J
M
45
28
4
J11/J1
7
6
6.0
J
M
45
28
3
J11/J1
7
7
6.9
J
M
85
22
4
J11/J1
7
8
7.1
J
M
47.5
25
4
J11/J1
7
9
7.6
J
M
70
145
4
J11/J1
7
10
8.3
J
M
52.5
32
4
7
11
8.3
J
M
45
27
3
Top/base of
outcrop
J14/J11
7
12
8.9
J
M
50
40
4
J14/J11
7
13
9.6
J
M
87.5
24
3
7
14
10.1
J
M
55
25
3
Top/base of
outcrop
J/J14
7
15
10.7
J
M
52.5
20
3
J/J14
7
16
10.8
J
M
45
19
3
J/J14
7
17
11.5
J
M
85
20
3
J/J14
7
Strength
of infill
Surface
roughness
Water
flow
None as outcrop
edge
1
7
Scoriaceous
grit/gravel, soil
Scoriaceous
grit/gravel, soil l
Scoriaceous
grit/gravel, soil
Scoriaceous
grit/gravel, soil
Scoriaceous
grit/gravel, soil
Scoriaceous
grit/gravel, soil
Scoriaceous
grit/gravel, soil
Scoriaceous
grit/gravel, soil
Scoriaceous
grit/gravel, soil
Scoriaceous
grit/gravel, soil
Scoriaceous
grit/gravel, soil
Scoriaceous
grit/gravel, soil
Scoriaceous
grit/gravel, soil
Scoriaceous
grit/gravel, soil
Scoriaceous
grit/gravel, soil
Scoriaceous
grit/gravel, soil
1
7
1
7
1
7
1
7
1
7
1
7
1
7
1
7
1
7
1
7
1
7
1
7
1
7
1
7
1
7
1
7
Remarks
APPENDIX K: STEREONETS AND DISCONTINUITY SPACING
Waypoint: 12
RMD: 20_02_02
Scanline: 20_02_02
Major discontinuity sets:
Discontinuity set 1 (black line): 70/211
Discontinuity set 1 (blue line): 78/320
Discontinuity set 1 (red line): 69/122
Sample: 20_02_02
Lithotechnical unit: Indurated andesite 1
APPENDIX K
Calculation of N
Waypoint: 12
RMD: 20_02_02
Scanline: 20_02_02
Sample: 20_02_02
Scanline 1
Joint #
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
Joint dip
Face dip
direction Joint dip direction Face dip
318
72.5
220
70
210
70
320
80
124
65
230
70
110
35
205
85
120
60
262
70
316
80
297
77.5
324
72.5
120
65
343
75
100
82.5
Average dip direction
Ө
Napp (apparent number of
discontinuities)
N = actual number of
discontinuities
Lithotechnical unit: Indurated andesite 1
Cluster 1
Dip
direction
Cluster 2
Dip
direction
Dip
210
124
65
110
35
120
60
120
65
100
82.5
Cluster 3
Dip
direction Dip
318
Dip
72.5
70
230
70
205
85
320
80
316
297
324
80
77.5
72.5
343
75
114.80
105.20
215.00
5.00
319.67
99.67
5.00
3.00
6.00
5.18
34.42
6.09
APPENDIX K
Discontinuity spacing
Waypoint: 12
RMD: 20_02_02 Scanline: 20_02_02
20_02_02
Lithotechnical unit: Indurated andesite 1
Discontinuity
Dip
Dip
direction
GPS
12
318
210
320
124
230
110
205
120
262
316
297
324
120
343
100
72.5
70
80
65
70
35
85
60
70
80
77.5
72.5
65
75
82.5
Distance
(m)
0
0.41
0.87
1.16
1.55
1.94
2.03
2.5
2.93
3.14
3.54
3.99
4.54
5.23
5.65
Sample:
Face
Dip
Dip
direction
220
Spacing
(apparent)
70
Spacing (apparent)
Mean
Standard Error
Median
Mode
Standard Deviation
Sample Variance
Kurtosis
Skewness
Range
Minimum
Maximum
Sum
Count
Confidence Level(95.0
0.00
0.41
0.46
0.29
0.39
0.39
0.09
0.47
0.43
0.21
0.40
0.45
0.55
0.69
0.42
0.376667
0.044472
0.41
#N/A
0.17224
0.029667
1.027653
-0.713483
0.69
0
0.69
5.65
15
0.095383
APPENDIX K
Waypoint: 26
RMD: 26_02_01
Scanline: 26_02_01
Major discontinuity sets:
Discontinuity set 1 (blue line): 70/312
Discontinuity set 1 (black line): 35/210
Discontinuity set 1 (red line): 84/104
Sample: 26_02_01
Lithotechnical unit: Indurated andesite 2
APPENDIX K
Calculation of N
Waypoint: 26
RMD: 26_02_01
Scanline: 26_02_01
Sample: 26_02_01
Scanline 2
Joint #
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
Joint dip
Face dip
direction Joint dip direction Face dip
210
67.5
300
85
210
85
310
60
320
80
320
75
246
85
256
82.5
15
45
215
85
104
85
160
80
4
35
160
80
0
25
315
40
Average dip direction
Ө
Napp (apparent number of
discontinuities)
N = actual number of
discontinuities
Lithotechnical unit: Indurated andesite 2
Cluster 1
Dip
direction Dip
Cluster 2
Dip
direction Dip
210
210
Cluster 3
Dip
direction
Dip
80
160
80
Cluster 6
Dip
direction Dip
310
320
320
60
80
75
315
40
85
82.5
15
45
4
35
0
25
85
104
160
Cluster 5
Dip
direction Dip
67.5
85
246
256
215
Cluster 4
Dip
direction Dip
85
160.00
140.00
211.67
88.33
251.00
49.00
104.00
164.00
6.33
66.30
316.25
16.25
2.00
3.00
2.00
1.00
3.00
4.00
3.11
3.00
2.65
3.63
3.28
14.29
Clusters highlighted yellow represent the three clusters with highest calculated N. These are the clusters plotted on stereonets and analysed in
this study.
APPENDIX K
Discontinuity spacing
Waypoint: 26
RMD: 26_02_01
Scanline: 26_02_01
26_02_01
Lithotechnical unit: Indurated andesite 2
Discontinuity
Dip
Dip
direction
GPS
26
210
210
310
320
320
246
256
15
215
104
160
4
160
0
315
67.5
85
60
80
75
85
82.5
45
85
85
80
35
80
25
40
Distance
(m)
0
0.5
0.9
1.2
0.1
1.4
2.52
2.44
2.84
3
4
4.1
5.18
5.67
6.05
Sample:
Face
Dip
Dip
direction
300
Spacing
(apparent)
85
Spacing (apparent)
Mean
Standard Error
Median
Mode
Standard Deviation
Sample Variance
Kurtosis
Skewness
Range
Minimum
Maximum
Sum
Count
Confidence Level(95.0
0.00
0.50
0.40
0.30
-1.10
1.30
1.12
-0.08
0.40
0.16
1.00
0.10
1.08
0.49
0.38
0.403333
0.153795
0.4
#N/A
0.595647
0.354795
1.859331
-0.782587
2.4
-1.1
1.3
6.05
15
0.329858
APPENDIX K
Waypoint: 52
RMD: 14_03_02
Scanline: 14_03_01
Major discontinuity sets:
Discontinuity set 1 (red line): 76/143
Discontinuity set 1 (blue line): 74/334
Discontinuity set 1 (black line): 44/066
Sample: 14_03_02
Lithotechnical unit: Indurated dacite
APPENDIX K
Calculation of N
Waypoint: 52
RMD: 14_03_02
Scanline: 14_03_01
Sample: 14_03_02
Scanline
Joint #
1
2
3
4
5
6
7
8
9
10
11
12
13
14
Joint dip
Face dip
direction Joint dip direction Face dip
40
60
154
85
60
45
55
30
149
80
245
75
85
37.5
200
70
70
45
137
75
200
70
60
60
80
60
328
75
255
60
Average dip direction
Ө
Napp (apparent number of
discontinuities)
N = actual number of
discontinuities
Lithotechnical unit: Indurated dacite
Cluster 1
Dip
direction
149
Cluster 2
Dip
direction
Dip
Cluster 3
Dip
direction
Dip
Dip
Cluster 5
Dip
direction
Dip
60
45
30
80
245
200
137
Cluster 4
Dip
direction Dip
40
60
55
75
85
37.5
70
45
60
80
60
60
70
75
200
70
328
255
60
143.00
11.00
200.00
46.00
250.00
96.00
64.29
89.71
328.00
172.00
2.00
2.00
2.00
7.00
1.00
10.48
2.78
2.01
7.00
7.19
Clusters highlighted yellow represent the three clusters with highest calculated N. These are the clusters plotted on stereonets and analysed in
this study.
75
APPENDIX K
Discontinuity spacing
Waypoint: 52
RMD: 14_03_02
Scanline: 14_03_01
14_03_02
Lithotechnical unit: Indurated dacite
Discontinuity
Dip
Dip
direction
GPS
52
40
60
55
149
245
85
200
70
137
60
200
80
335
255
60
45
30
80
75
37.5
70
45
75
60
70
60
75
60
Distance
(m)
0.24
0.4
0.55
0.95
1.13
1.5
1.7
2.5
2.9
2.9
3.2
3.8
4.7
4.9
Sample:
Face
Dip
Dip
direction
154
Sapp
85
Spacing (apparent)
Mean
Standard Error
Median
Mode
Standard Deviation
Sample Variance
Kurtosis
Skewness
Range
Minimum
Maximum
Sum
Count
Confidence Level(95.0
0.24
0.16
0.15
0.40
0.18
0.37
0.20
0.80
0.40
0.00
0.30
0.60
0.90
0.20
0.35
0.087706
0.27
0.4
0.328165
0.107692
0.45839
0.30861
1.2
-0.3
0.9
4.9
14
0.189477
APPENDIX K
Waypoint: 40
RMD: 20_03_01
Scanline: 20_03_01
Major discontinuity sets:
Discontinuity set 1 (blue line): 70/308
Discontinuity set 1 (red line): 45/165
Discontinuity set 1 (black line): 74/246
Sample: 20_03_01
Lithotechnical unit: Altered andesite
APPENDIX K
Calculation of N
Waypoint: 40
RMD: 20_03_01
Scanline: 20_03_01
Sample: 20_03_01
Scanline
Joint #
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
Joint dip
Face dip
direction Joint dip direction Face dip
300
60
340
80
314
70
245
75
245
70
270
60
250
70
245
72.5
248
70
310
65
305
65
312
65
310
70
305
75
305
60
165
45
305
65
Average dip direction
Ө
Napp (apparent number of
discontinuities)
N = actual number of
discontinuities
Lithotechnical unit: Altered andesite
Cluster 1
Dip
direction
Cluster 2
Dip
direction
Dip
245
245
270
250
245
248
165
Cluster 3
Dip
direction Dip
300
314
Dip
60
70
75
70
60
70
72.5
70
310
305
312
310
305
305
65
65
65
70
75
60
305
65
45
165.00
175.00
250.50
89.50
307.33
32.67
1.00
6.00
9.00
11.47
6.00
16.67
APPENDIX K
Discontinuity spacing
Waypoint: 40
RMD: 20_03_01
Scanline: 20_03_01
20_03_01
Lithotechnical unit: Altered andesite
Discontinuity
GPS
Strike
40
300
310
305
270
250
312
245
248
245
310
305
245
314
165
300
305
Angle
65
65
65
60
70
70
72.5
70
70
75
60
75
70
45
60
65
Distance
(m)
Strike
0.2
0.5
0.75
0.8
1
1.1
1.4
1.5
1.55
1.56
1.7
1.8
1.9
2
2.5
3
Sample:
Face
Spacing
(apparent)
Angle
340
80
Spacing (apparent)
Mean
Standard Error
Median
Mode
Standard Deviation
Sample Variance
Kurtosis
Skewness
Range
Minimum
Maximum
Sum
Count
Confidence Level(95.0
0.20
0.30
0.25
0.05
0.20
0.10
0.30
0.10
0.05
0.01
0.14
0.10
0.10
0.10
0.50
0.50
0.1875
0.037344
0.12
0.1
0.149376
0.022313
0.576624
1.140256
0.49
0.01
0.5
3
16
0.079597
APPENDIX K
Waypoint: 33
RMD: 19_03_01
Scanline: 19_03_01
Major discontinuity sets:
Discontinuity set 1 (blue line): 48/027
Discontinuity set 1 (black line): 86/022
Discontinuity set 1 (red line): 70/149
Sample: 19_03_01, 02
Lithotechnical unit: Scoriaceous andesite
APPENDIX K
Calculation of N
Waypoint: 33
RMD: 19_03_01
Scanline: 19_03_01
Sample: 19_03_01, 02
Scanline
Joint #
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
Joint dip
Face dip
direction Joint dip direction Face dip
147.5
70
350
85
25
55
24
50
27
50
28
45
28
45
22
85
25
47.5
145
70
32
52.5
27
45
40
50
24
87.5
25
55
20
52.5
19
45
20
85
Average dip direction
Ө
Napp (apparent number of
discontinuities)
N = actual number of
discontinuities
Lithotechnical unit: Scoriaceous andesite
Cluster 1
Dip
direction
147.5
Cluster 2
Dip
direction
Dip
Dip
Dip
70
22
145
Cluster 3
Dip
direction
25
24
27
28
28
55
50
50
45
45
25
47.5
32
27
40
52.5
45
50
25
20
19
55
52.5
45
85
70
24
20
87.5
85
146.25
156.25
22.00
32.00
26.67
36.67
2.00
3.00
12.00
4.97
5.66
20.10
APPENDIX K
Discontinuity spacing
Waypoint: 33
19_03_01, 02
RMD: 19_03_01
Scanline: 19_03_01
Lithotechnical unit: Scoriaceous andesite
Discontinuity
Dip
Dip
direction
GPS
33
147
25
24
27
28
28
155
22
25
145
32
27
40
24
25
20
19
20
70
55
50
50
45
45
75
85
47.5
70
52.5
45
50
87.5
55
52.5
45
85
Distance
Dip
(m)
direction
0
0.1
2.7
3.4
4.4
6
6.9
6.9
7.1
7.6
8.3
8.3
8.9
9.6
10.1
10.7
10.8
11.5
Sample:
Face
350
Spacing
(apparent)
Dip
85
Spacing (apparent)
Mean
Standard Error
Median
Mode
Standard Deviation
Sample Variance
Kurtosis
Skewness
Range
Minimum
Maximum
Sum
Count
Confidence Level(95.0
0.00
0.10
2.60
0.70
1.00
1.60
0.90
0.00
0.20
0.50
0.70
0.00
0.60
0.70
0.50
0.60
0.10
0.70
0.676471
0.15566
0.6
0
0.641804
0.411912
4.460634
1.829318
2.6
0
2.6
11.5
17
0.329985
APPENDIX L: CALCULATIONS OF RQD RATINGS
Waypoint
site
Lithotechnical unit
Scanline Number
length (m) of joints
Apparent joint spacing
(m)
λ (number of joints per
meter >1m)
RQD (%)
(100e -0.1λ (0.1λ +
Rock
quality
12 Indurated andesite 1
5.65
15
0.38
2.65
97.04 Excellent
26 Indurated andesite 2
6.05
15
0.40
2.48
97.39 Excellent
33 Scoriaceous andesite
11.50
17
0.68
1.48
99.01 Excellent
3.01
16
0.19
5.32
90.01 Good
4.90
14
0.35
2.86
96.62 Excellent
40
Altered andesite
52
Indurated dacite
APPENDIX M: CALCULATION OF RMR PARAMETERS
Waypoint: 12
RMD: 20_02_02
Scanline: 20_02_02
Sample: 20_02_02
Lithotechnical unit: Indurated andesite 1
A.1 Strength of intact rock material
Point-load strength index
> 10 Mpa
4 - 10 Mpa
2 - 4 Mpa
1 - 2 Mpa
Uniaxial preferred at this low range
Uniaxial compressive strength
> 250 Mpa 100 - 250 Mpa 50 - 100 Mpa
25 - 50 Mpa
5 - 25 Mpa
1 - 5 Mpa
< 1 Mpa
Rating
15
12
7
4
2
1
0
Rating
90% - 100%
20
75% - 90%
17
50% - 75%
13
25% - 50%
8
< 25%
3
Rating
>2m
20
0.6 - 2 m
15
200 - 600 mm
10
60 - 200 mm
8
< 60 mm
5
A.2 Drill core quality (RQD)
A.3 Spacing of discontinuities
A.4 Condition of discontinuities
Persistence
Rating
Aperture
Rating
Roughness
Rating
Infill
Rating
Weathering
Rating
A.5 Groundwater
General conditions
Rating
C. Rock mass classes determined from
total ratings
Rating
Class No.
Description
<1m
1-3m
3 - 10 m
10 - 20 m
6
4
2
1
None
< 0.1 mm
0.1 - 1.0 mm
1 - 5 mm
6
5
4
1
Very rough
Rough
Slightly rough
Smooth
6
5
3
1
Soft filling < 5 mm
None
Hard filling < 5 mm
Hard filling > 5mm
6
4
2
2
Unweathered Slightly weathered Moderately weathered Highly weathered
6
5
3
1
Completely dry
15
Damp
10
Wet
7
100 - 81
I
Very good rock
80 - 61
II
Good rock
60 - 41
III
Fair rock
Dripping
4
> 20 m
0
> 5 mm
0
Slickensided
0
Soft filling > 5 mm
0
Decomposed
0
Flowing
0
40 - 21
< 21
IV
V
Poor rock
Very poor rock
(adapted from Bieniawski, 1989)
APPENDIX M
Waypoint: 26
RMD: 26_02_01
Scanline: 26_02_01
Sample: 26_02_01
Lithotechnical unit: Indurated andesite 2
A.1 Strength of intact rock material
Point-load strength index
> 10 Mpa
4 - 10 Mpa
2 - 4 Mpa
1 - 2 Mpa
Uniaxial preferred at this low range
Uniaxial compressive strength > 250 Mpa 100 - 250 Mpa 50 - 100 Mpa
25 - 50 Mpa
5 - 25 Mpa
1 - 5 Mpa
< 1 Mpa
Rating
15
12
7
4
2
1
0
Rating
90% - 100%
20
75% - 90%
17
50% - 75%
13
25% - 50%
8
< 25%
3
Rating
>2m
20
0.6 - 2 m
15
200 - 600 mm
10
60 - 200 mm
8
< 60 mm
5
A.2 Drill core quality (RQD)
A.3 Spacing of discontinuities
A.4 Condition of discontinuities
Persistence
Rating
Aperture
Rating
Roughness
Rating
Infill
Rating
Weathering
Rating
A.5 Groundwater
General conditions
Rating
C. Rock mass classes determined from
total ratings
Rating
Class No.
Description
<1m
1-3m
3 - 10 m
10 - 20 m
2
1
6
4
None
< 0.1 mm
0.1 - 1.0 mm
1 - 5 mm
6
5
4
1
Very rough
Rough
Slightly rough
Smooth
6
5
3
1
None
Hard filling < 5 mm Hard filling > 5mm
Soft filling < 5 mm
6
4
2
2
Unweathered Slightly weathered Moderately weathered Highly weathered
6
5
3
1
Completely dry
15
Damp
10
Wet
7
100 - 81
I
Very good rock
80 - 61
II
Good rock
60 - 41
III
Fair rock
Dripping
4
> 20 m
0
> 5 mm
0
Slickensided
0
Soft filling > 5 mm
0
Decomposed
0
Flowing
0
40 - 21
< 21
IV
V
Poor rock
Very poor rock
(adapted from Bieniawski, 1989)
APPENDIX M
Waypoint: 40
RMD: 20_03_01
Scanline: 20_03_01
Sample: 20_03_01
Lithotechnical unit: Altered andesite
A.1 Strength of intact rock material
Point-load strength index
> 10 Mpa
4 - 10 Mpa
2 - 4 Mpa
1 - 2 Mpa
Uniaxial preferred at this low range
Uniaxial compressive strength > 250 Mpa 100 - 250 Mpa 50 - 100 Mpa
25 - 50 Mpa
5 - 25 Mpa
1 - 5 Mpa
< 1 Mpa
Rating
15
12
7
4
2
1
0
Rating
90% - 100%
20
75% - 90%
17
50% - 75%
13
25% - 50%
8
< 25%
3
Rating
>2m
20
0.6 - 2 m
15
200 - 600 mm
10
60 - 200 mm
8
< 60 mm
5
A.2 Drill core quality (RQD)
A.3 Spacing of discontinuities
A.4 Condition of discontinuities
Persistence
Rating
Aperture
Rating
Roughness
Rating
Infill
Rating
Weathering
Rating
A.5 Groundwater
General conditions
Rating
C. Rock mass classes determined from
total ratings
Rating
Class No.
Description
<1m
1-3m
3 - 10 m
10 - 20 m
6
4
2
1
None
< 0.1 mm
0.1 - 1.0 mm
1 - 5 mm
6
5
4
1
Very rough
Rough
Slightly rough
Smooth
6
5
3
1
None
Hard filling < 5 mm Hard filling > 5mm
Soft filling < 5 mm
6
4
2
2
Unweathered Slightly weathered Moderately weathered Highly weathered
6
5
3
1
Completely dry
15
Damp
10
Wet
7
100 - 81
I
Very good rock
80 - 61
II
Good rock
60 - 41
III
Fair rock
Dripping
4
> 20 m
0
> 5 mm
0
Slickensided
0
Soft filling > 5 mm
0
Decomposed
0
Flowing
0
40 - 21
< 21
IV
V
Poor rock
Very poor rock
(adapted from Bieniawski, 1989)
APPENDIX M
Waypoint: 52
RMD: 14_03_02
Scanline: 14_03_01
Sample: 14_03_02
Lithotechnical unit: Indurated dacite
A.1 Strength of intact rock material
Point-load strength index
> 10 Mpa
4 - 10 Mpa
2 - 4 Mpa
1 - 2 Mpa
Uniaxial preferred at this low range
Uniaxial compressive strength > 250 Mpa 100 - 250 Mpa 50 - 100 Mpa
25 - 50 Mpa
5 - 25 Mpa
1 - 5 Mpa
< 1 Mpa
15
12
7
4
2
1
0
Rating
Rating
90% - 100%
20
75% - 90%
17
50% - 75%
13
25% - 50%
8
< 25%
3
Rating
>2m
20
0.6 - 2 m
15
200 - 600 mm
10
60 - 200 mm
8
< 60 mm
5
A.2 Drill core quality (RQD)
A.3 Spacing of discontinuities
A.4 Condition of discontinuities
Persistence
Rating
Aperture
Rating
Roughness
Rating
Infill
Rating
Weathering
Rating
A.5 Groundwater
General conditions
Rating
C. Rock mass classes determined from
total ratings
Rating
Class No.
Description
<1m
1-3m
3 - 10 m
10 - 20 m
6
4
2
1
None
< 0.1 mm
0.1 - 1.0 mm
1 - 5 mm
6
5
4
1
Very rough
Rough
Slightly rough
Smooth
6
5
3
1
Soft filling < 5 mm
None
Hard filling < 5 mm Hard filling > 5mm
6
4
2
2
Unweathered Slightly weathered Moderately weathered Highly weathered
6
5
3
1
Completely dry
15
Damp
10
Wet
7
100 - 81
I
Very good rock
80 - 61
II
Good rock
60 - 41
III
Fair rock
Dripping
4
> 20 m
0
> 5 mm
0
Slickensided
0
Soft filling > 5 mm
0
Decomposed
0
Flowing
0
40 - 21
< 21
IV
V
Poor rock
Very poor rock
(adapted from Bieniawski, 1989)
APPENDIX M
Waypoint: 33
RMD: 19_03_01
Scanline: 19_03_01
Sample: 19_03_01, 02
Lithotechnical unit: Scoriaceous andesite
A.1 Strength of intact rock material
Point-load strength index
> 10 Mpa
4 - 10 Mpa
2 - 4 Mpa
1 - 2 Mpa
Uniaxial preferred at this low range
Uniaxial compressive strength > 250 Mpa 100 - 250 Mpa 50 - 100 Mpa
25 - 50 Mpa
5 - 25 Mpa
1 - 5 Mpa
< 1 Mpa
Rating
15
12
7
4
2
1
0
Rating
90% - 100%
20
75% - 90%
17
50% - 75%
13
25% - 50%
8
< 25%
3
Rating
>2m
20
0.6 - 2 m
15
200 - 600 mm
10
60 - 200 mm
8
< 60 mm
5
A.2 Drill core quality (RQD)
A.3 Spacing of discontinuities
A.4 Condition of discontinuities
Persistence
Rating
Aperture
Rating
Roughness
Rating
Infill
Rating
Weathering
Rating
A.5 Groundwater
General conditions
Rating
C. Rock mass classes determined from
total ratings
Rating
Class No.
Description
<1m
1-3m
3 - 10 m
10 - 20 m
6
4
2
1
None
< 0.1 mm
0.1 - 1.0 mm
1 - 5 mm
6
5
4
1
Very rough
Rough
Slightly rough
Smooth
6
5
3
1
None
Hard filling < 5 mm Hard filling > 5mm
Soft filling < 5 mm
6
4
2
2
Unweathered Slightly weathered Moderately weathered Highly weathered
6
5
3
1
Completely dry
15
Damp
10
Wet
7
100 - 81
I
Very good rock
80 - 61
II
Good rock
60 - 41
III
Fair rock
Dripping
4
> 20 m
0
> 5 mm
0
Slickensided
0
Soft filling > 5 mm
0
Decomposed
0
Flowing
0
40 - 21
< 21
IV
V
Poor rock
Very poor rock
(adapted from Bieniawski, 1989)
APPENDIX N: CALCULATION OF GSI PARAMETERS
Roughness
Weathering
Infilling
SCR
SR
GSI
Indurated andesite
(red icon)
Indurated dacite (blue Scoriaceous andesite Altered andesite (pink
icon)
(orange icon)
icon)
3
5
0
8
79
49
3
5
0
8
75
48
6
3
0
9
83
53
6
1
0
7
65
42
APPENDIX O: COMBINATIONS OF PLCN, mi AND D, AND
ASSOCIATED C AND ø
Indurated andesite
Waypoint: 26
Waypoint: 12
RMD: 26_02_01
RMD: 20_02_02
Scanline: 26_02_01
Scanline: 20_02_02
Sample: 26_02_01
Sample: 20_02_02
Equivalent Mohr-Coulomb
Combinations
ø
PLCN
mi
D
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
21
21
21
21
21
21
21
21
21
21
21
22
22
22
22
22
22
22
22
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
c
3.29
3.186
3.075
2.954
2.824
2.682
2.528
2.358
2.172
1.968
1.743
3.339
3.234
3.121
3
2.868
2.725
2.569
2.397
2.209
2.002
1.774
3.386
3.281
3.167
3.044
2.911
2.766
2.608
2.435
36.2
35.37
34.45
33.43
32.28
30.99
29.54
27.89
26.01
23.86
21.4
36.62
35.79
34.87
33.85
32.7
31.41
29.95
28.29
26.4
24.23
21.75
37.03
36.2
35.28
34.25
33.1
31.8
30.34
28.67
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
22
22
22
23
23
23
23
23
23
23
23
23
23
23
24
24
24
24
24
24
24
24
24
24
24
25
25
25
25
25
25
25
25
25
25
25
26
26
26
26
26
26
26
26
26
26
26
27
27
27
27
27
27
27
27
27
27
27
28
28
28
28
28
28
28
28
28
28
28
29
29
29
29
29
29
29
29
29
29
29
30
30
30
30
30
30
30
30
30
30
30
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
2.245
2.035
1.804
3.432
3.325
3.21
3.087
2.952
2.806
2.647
2.472
2.279
2.067
1.834
3.476
3.369
3.253
3.128
2.992
2.845
2.684
2.507
2.313
2.098
1.862
3.519
3.411
3.294
3.168
3.031
2.88
2.72
2.541
2.345
2.128
1.889
3.561
3.452
3.334
3.207
3.069
2.919
2.755
2.575
2.376
2.158
1.916
3.601
3.491
3.373
3.245
3.105
2.954
2.789
2.607
2.407
2.186
1.942
3.641
3.53
3.41
3.281
3.141
2.988
2.822
2.638
2.437
2.214
1.968
3.679
3.567
3.447
3.317
3.176
3.002
2.854
2.669
2.466
2.241
1.992
3.716
3.604
3.483
3.352
3.21
3.055
2.885
2.699
2.494
2.267
2.061
26.77
24.59
22.09
37.42
36.59
35.66
34.63
33.48
32.18
30.71
29.04
27.13
24.94
22.42
37.79
36.96
36.03
35
33.85
32.55
31.07
29.4
27.48
25.27
22.74
38.15
37.31
36.39
35.36
34.2
32.9
31.42
29.74
27.81
25.6
23.05
38.49
37.66
36.73
35.7
34.54
33.24
31.75
30.07
28.13
25.91
23.34
38.82
37.99
37.06
36.03
34.87
33.56
32.08
30.38
28.44
26.21
23.63
39.14
38.3
37.38
36.34
35.18
33.87
32.39
30.69
28.74
26.5
23.9
39.44
38.61
37.68
36.65
35.49
34.18
32.69
30.99
29.03
26.78
24.17
39.74
38.91
37.98
36.95
35.78
34.47
32.98
31.27
29.31
27.05
24.44
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
20
20
20
20
20
20
20
20
20
20
20
21
21
21
21
21
21
21
21
21
21
21
22
22
22
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
3.455
3.346
3.228
3.102
2.965
2.816
2.654
2.476
2.281
2.066
1.83
3.506
3.396
3.278
3.15
3.012
2.861
2.697
2.517
2.32
2.102
1.863
3.556
3.445
3.325
36.2
35.57
34.45
33.43
32.28
30.99
29.54
27.89
26.01
23.86
21.4
36.62
35.79
34.87
33.85
32.7
31.41
29.95
28.29
26.4
24.23
21.75
37.03
36.2
35.28
21
21
21
21
21
21
21
22
22
22
22
22
22
22
0.3
0.4
0.5
0.6
0.7
0.8
0.9
3.196
3.057
2.905
2.739
2.557
2.357
2.137
34.25
33.1
31.8
30.34
28.67
26.77
24.59
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
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23
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23
23
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23
24
24
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24
24
24
25
25
25
25
25
25
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25
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25
25
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27
27
27
27
27
27
27
28
28
28
28
28
28
28
28
28
28
28
29
29
29
29
29
29
29
29
29
29
29
30
30
30
30
30
30
30
30
30
30
30
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
1.895
3.604
3.492
3.371
3.241
3.1
2.947
2.779
2.595
2.393
2.171
1.925
3.65
3.537
3.416
3.284
3.142
2.987
2.818
2.632
2.428
2.203
1.955
3.695
3.581
3.459
3.326
3.183
3.027
2.856
2.668
2.462
2.235
1.984
3.739
3.624
3.501
3.367
3.222
3.065
2.892
2.703
2.495
2.266
2.012
3.782
3.666
3.541
3.407
3.261
3.102
2.928
2.737
2.527
2.296
2.039
3.823
3.706
3.581
3.445
3.298
3.138
2.963
2.77
2.559
2.325
2.066
3.863
3.746
3.62
3.483
3.335
3.173
2.997
2.803
2.589
2.353
2.092
3.902
3.784
3.657
3.52
3.37
3.208
3.03
2.834
2.619
2.381
2.117
22.09
37.42
36.59
35.66
34.63
33.48
32.18
30.71
29.04
27.13
24.94
22.42
37.79
36.96
36.03
35
33.85
32.55
31.07
29.4
27.48
25.27
22.74
38.15
37.31
36.39
35.36
34.2
32.9
31.42
39.74
27.81
25.6
23.05
38.49
37.66
36.73
35.7
34.54
33.24
31.75
30.07
28.13
25.91
23.34
38.82
37.99
37.06
36.03
34.87
33.56
32.08
30.38
28.44
26.21
23.63
39.14
38.3
37.38
36.34
35.18
33.87
32.39
30.69
28.74
26.5
23.9
39.44
38.61
37.68
36.65
35.49
34.18
32.69
30.99
29.03
26.78
24.17
39.74
38.91
37.98
36.95
35.78
34.47
32.98
31.27
29.31
27.05
24.44
APPENDIX O
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
20
20
20
20
20
20
20
20
20
20
20
21
21
21
21
21
21
21
21
21
21
21
22
22
22
22
22
22
22
22
22
22
22
23
23
23
23
23
23
23
23
23
23
23
24
24
24
24
24
24
24
24
24
24
24
25
25
25
25
25
25
25
25
25
25
25
26
26
26
26
26
26
26
26
26
26
26
27
27
27
27
27
27
27
27
27
27
27
28
28
28
28
28
28
28
28
28
28
28
29
29
29
29
29
29
29
29
29
29
29
30
30
30
30
30
30
30
30
30
30
30
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
3.619
3.505
3.382
3.249
3.106
2.95
2.78
2.594
2.39
2.165
1.917
3.673
3.557
3.433
3.3
3.155
2.997
2.825
2.637
2.43
2.202
1.951
3.725
3.608
3.483
3.348
3.202
3.042
2.869
2.678
2.469
2.239
1.685
3.775
3.658
3.531
3.395
3.247
3.086
2.911
2.719
2.507
2.274
2.017
3.824
3.705
3.578
3.44
3.291
3.129
2.952
2.757
2.544
2.308
2.048
3.871
3.751
3.623
3.484
3.334
3.17
2.991
2.795
2.579
2.341
2.078
3.917
3.796
3.667
3.527
3.375
3.21
3.03
2.832
2.614
2.373
2.108
3.961
3.84
3.71
3.569
3.416
3.249
3.067
2.867
2.647
2.405
2.136
4.004
3.882
3.751
3.609
3.455
3.287
3.103
2.902
2.68
2.435
2.164
4.047
3.924
3.792
3.648
3.493
3.324
3.139
2.936
2.712
2.465
2.191
4.008
3.964
3.831
3.687
3.53
3.36
3.173
2.969
2.743
2.494
2.218
36.2
35.37
34.45
33.43
32.28
30.99
29.54
27.89
26.01
23.86
21.4
36.62
35.79
34.87
33.85
32.7
31.41
29.95
28.29
26.4
24.23
21.75
37.03
36.2
35.28
34.25
33.1
31.8
30.34
28.67
26.77
24.59
22.09
37.42
36.59
35.66
34.63
33.48
32.18
30.71
29.04
27.13
24.94
22.42
37.79
36.96
36.03
35
33.85
32.55
31.07
29.4
27.48
25.27
22.74
38.15
37.31
36.39
35.36
34.2
32.9
31.42
29.74
27.81
25.6
23.05
38.49
37.66
36.73
35.7
34.54
33.24
31.75
30.07
28.13
25.91
23.34
38.82
37.99
37.06
36.03
34.87
33.56
32.08
30.38
28.44
26.21
23.63
39.14
38.3
37.38
36.34
35.18
33.87
32.39
30.69
28.74
26.5
23.9
39.44
38.61
37.68
36.65
35.49
34.18
32.69
30.99
29.03
26.78
24.17
39.74
38.91
37.98
36.95
35.78
34.47
32.98
31.27
29.31
27.05
24.44
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
20
20
20
20
20
20
20
20
20
20
20
21
21
21
21
21
21
21
21
21
21
21
22
22
22
22
22
22
22
22
22
22
22
23
23
23
23
23
23
23
23
23
23
23
24
24
24
24
24
24
24
24
24
24
24
25
25
25
25
25
25
25
25
25
25
25
26
26
26
26
26
26
26
26
26
26
26
27
27
27
27
27
27
27
27
27
27
27
28
28
28
28
28
28
28
28
28
28
28
29
29
29
29
29
29
29
29
29
29
29
30
30
30
30
30
30
30
30
30
30
30
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
2.004
3.664
3.536
3.397
3.247
3.084
2.907
2.712
2.498
2.263
2.004
3.84
3.719
3.59
3.45
3.298
3.133
2.954
2.757
2.541
2.302
2.04
3.894
3.772
3.642
3.5
3.347
3.181
2.999
2.8
2.581
2.341
2.075
3.947
3.824
3.692
3.549
3.395
3.227
3.043
2.842
2.621
2.377
2.109
3.998
3.874
3.741
3.579
3.441
3.271
3.086
2.883
2.659
2.413
2.141
4.047
3.922
3.788
3.643
3.486
3.314
3.127
2.922
2.697
2.448
2.173
4.095
3.969
3.834
3.688
3.529
3.356
3.168
2.961
2.733
2.481
2.204
4.141
4.015
3.878
3.731
3.571
3.397
3.207
2.998
2.769
2.514
2.234
4.187
4.059
3.922
3.773
3.612
3.437
3.245
3.034
2.802
2.546
2.263
4.231
4.102
3.964
3.814
3.652
3.475
3.282
3.069
2.835
2.577
2.291
4.274
4.145
4.005
3.855
3.691
3.513
3.318
3.104
2.868
2.607
2.319
21.4
35.37
34.45
33.43
32.28
30.99
29.54
27.89
26.01
23.86
21.4
36.62
35.79
34.87
33.85
32.7
31.41
29.95
28.29
26.4
24.23
21.75
37.03
36.2
35.28
34.25
33.1
31.8
30.34
28.67
26.77
24.59
22.09
37.42
36.59
35.66
34.63
33.48
32.18
30.71
29.04
27.13
24.94
22.42
37.79
36.96
36.03
35
33.85
32.55
31.07
29.4
27.48
25.27
22.74
38.15
37.31
36.39
35.36
34.2
32.9
31.42
29.74
27.81
25.6
23.05
38.49
37.66
36.73
35.7
34.54
33.24
31.75
30.07
28.13
25.91
23.34
38.82
37.99
37.06
36.03
34.87
33.56
32.08
30.38
28.44
26.21
23.63
39.14
38.3
37.38
36.34
35.18
33.87
32.39
30.69
28.74
26.5
23.9
39.44
38.61
37.68
36.65
35.49
34.18
32.69
30.99
29.03
26.78
24.17
39.74
38.91
37.98
36.95
35.78
34.47
32.98
31.27
29.31
27.05
24.44
APPENDIX O
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
20
20
20
20
20
20
20
20
20
20
20
21
21
21
21
21
21
21
21
21
21
21
22
22
22
22
22
22
22
22
22
22
22
23
23
23
23
23
23
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23
23
23
23
24
24
24
24
24
24
24
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24
24
24
25
25
25
25
25
25
25
25
25
25
25
26
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26
26
26
26
26
26
26
26
26
27
27
27
27
27
27
27
27
27
27
27
28
28
28
28
28
28
28
28
28
28
28
29
29
29
29
29
29
29
29
29
29
29
30
30
30
30
30
30
30
30
30
30
30
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
3.948
3.824
3.69
3.545
3.389
3.218
3.033
2.83
2.607
2.362
2.091
4.007
3.881
3.746
3.6
3.442
3.27
3.082
2.877
2.651
2.403
2.129
4.064
3.937
3.8
3.653
3.493
3.319
3.13
2.922
2.694
2.442
2.165
4.118
3.99
3.853
3.704
3.543
3.367
3.176
2.966
2.735
2.481
2.2
4.172
4.042
3.903
3.753
3.591
3.414
3.22
3.008
2.775
2.518
2.234
4.223
4.093
3.953
3.801
3.637
3.459
3.264
3.049
2.814
2.554
2.267
4.273
4.124
4.004
3.84
3.68
3.5
3.3
3.089
2.852
2.589
2.299
4.322
4.189
4.047
3.893
3.727
3.545
3.346
3.128
2.888
2.632
2.331
4.369
4.236
4.092
3.938
3.769
3.586
3.386
3.166
2.924
2.657
2.631
4.415
4.281
4.137
3.98
3.811
3.626
3.425
3.203
2.959
2.689
2.391
4.46
4.325
4.18
4.022
3.852
3.666
3.462
3.239
2.993
2.721
2.42
36.2
35.37
34.45
33.43
32.28
30.99
29.54
27.89
26.01
23.86
21.4
36.62
35.79
34.87
33.85
32.7
31.41
39.95
28.28
26.4
24.23
21.75
37.03
36.2
35.28
34.25
33.1
31.8
30.34
28.67
26.77
24.59
22.09
37.42
36.59
35.66
34.63
33.48
32.18
30.71
29.04
27.13
24.94
22.42
37.79
36.96
36.03
35
33.85
32.55
31.07
29.4
27.48
25.27
22.74
38.15
37.31
36.39
35.36
34.2
32.9
31.42
29.74
27.81
25.6
23.05
38.49
37.66
36.7
35.7
34.5
33.2
31.75
30.07
28.13
25.91
23.34
38.82
37.99
37.06
36.03
34.87
33.56
32.08
30.38
28.44
26.21
23.63
39.14
38.3
37.38
36.34
35.18
33.87
32.39
30.69
28.74
26.5
23.9
39.44
38.61
37.68
36.65
35.49
34.18
32.69
30.99
29.03
26.78
24.17
39.74
38.91
37.98
36.95
35.78
34.47
32.98
31.27
29.31
27.05
24.44
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
20
20
20
20
20
20
20
20
20
20
20
21
21
21
21
21
21
21
21
21
21
21
22
22
22
22
22
22
22
22
22
22
22
23
23
23
23
23
23
23
23
23
23
23
24
24
24
24
24
24
24
24
24
24
24
25
25
25
25
25
25
25
25
25
25
25
26
26
26
26
26
26
26
26
26
26
26
27
27
27
27
27
27
27
27
27
27
27
28
28
28
28
28
28
28
28
28
28
28
29
29
29
29
29
29
29
29
29
29
29
30
30
30
30
30
30
30
30
30
30
30
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
4.122
3.982
3.843
3.692
3.529
3.352
3.159
2.948
2.715
2.46
2.178
4.174
4.042
3.901
3.749
3.585
3.406
3.21
2.996
2.761
2.502
2.217
4.233
4.1
3.958
3.804
3.638
3.457
3.26
3.044
2.806
2.544
2.255
4.29
4.156
4.013
3.858
3.69
3.507
3.308
3.089
2.849
2.584
2.292
4.345
4.21
4.066
3.909
3.74
3.556
3.354
3.311
2.89
2.632
2.327
4.398
4.263
4.117
3.959
3.788
3.602
3.399
3.176
2.931
2.66
2.362
4.451
4.314
4.167
4.008
3.863
3.648
3.443
3.218
2.97
2.697
2.395
4.501
4.364
4.215
4.055
3.881
3.692
3.485
3.258
3.008
2.732
2.428
4.55
4.412
4.263
4.101
3.926
3.735
3.527
3.298
3.045
2.767
2.459
4.598
4.459
4.308
4.146
3.969
3.777
3.567
3.336
3.082
2.801
2.49
4.645
4.505
4.353
4.189
4.012
3.818
3.606
3.373
3.117
2.834
2.52
36.2
35.37
34.45
33.43
32.28
30.99
29.54
27.89
26.01
23.86
21.4
36.62
35.79
34.87
33.85
32.7
31.41
29.95
28.29
26.4
24.23
21.75
37.03
36.2
35.28
34.25
33.1
31.8
30.34
28.67
26.77
24.59
22.09
37.42
36.59
35.66
34.63
33.48
32.18
30.71
29.04
27.13
24.94
22.42
37.79
36.96
36.03
35
33.85
32.55
31.07
29.4
27.48
25.27
22.74
38.15
37.31
36.39
35.36
34.2
32.9
31.42
29.74
27.81
25.6
23.05
38.49
37.66
36.73
35.7
34.54
33.24
31.75
30.07
28.13
25.91
23.34
38.82
37.99
37.06
36.03
34.87
33.56
32.08
30.38
28.44
26.21
23.63
39.14
38.3
37.38
36.34
35.18
33.87
32.39
30.69
28.74
26.5
23.9
39.44
38.61
37.68
36.65
35.49
34.18
32.69
30.99
29.03
26.78
24.17
39.74
38.91
37.98
36.95
35.78
34.47
32.98
31.27
29.31
27.05
24.44
APPENDIX O
Altered andesite
Waypoint: 40
RMD: 20_03_01
Scanline: 20_03_01
Sample: 20_03_01
Equivalent Mohr-Coulomb
Combinations
ø
PLCN
mi
D
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
21
21
21
21
21
21
21
21
21
21
21
22
22
22
22
22
22
22
22
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
c
0.771
0.743
0.713
0.681
0.646
0.609
0.568
0.523
0.4875
0.422
0.366
0.783
0.755
0.725
0.692
0.657
0.619
0.578
0.533
0.484
0.43
0.372
0.795
0.766
0.736
0.703
0.667
0.629
0.587
0.541
34.07
33.13
32.09
30.93
26.95
28.21
26.6
24.79
22.75
20.46
17.89
34.5
33.56
32.51
31.35
30.06
28.62
27
25.17
23.12
20.81
18.21
34.91
33.96
32.91
31.75
30.45
29
27.37
25.54
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
22
22
22
23
23
23
23
23
23
23
23
23
23
23
24
24
24
24
24
24
24
24
24
24
24
25
25
25
25
25
25
25
25
25
25
25
26
26
26
26
26
26
26
26
26
26
26
27
27
27
27
27
27
27
27
27
27
27
28
28
28
28
28
28
28
28
28
28
28
29
29
29
29
29
29
29
29
29
29
29
30
30
30
30
30
30
30
30
30
30
30
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0.492
0.438
0.379
0.806
0.777
0.747
0.713
0.677
0.638
0.596
0.55
0.5
0.445
0.386
0.817
0.788
0.757
0.723
0.687
0.648
0.605
0.558
0.507
0.452
0.392
0.827
0.798
0.767
0.733
0.696
0.657
0.613
0.566
0.515
0.459
0.398
0.838
0.808
0.777
0.742
0.705
0.665
0.622
0.574
0.522
0.466
0.404
0.848
0.818
0.786
0.751
0.714
0.674
0.63
0.582
0.529
0.472
0.41
0.857
0.827
0.795
0.76
0.723
0.682
0.637
0.589
0.536
0.478
0.416
0.867
0.837
0.804
0.769
0.731
0.69
0.645
0.596
0.543
0.485
0.421
0.876
0.845
0.813
0.777
0.739
0.698
0.652
0.603
0.549
0.491
0.427
23.47
21.14
18.52
35.3
34.35
33.3
32.13
30.83
29.38
27.74
25.9
23.81
21.46
18.82
35.67
34.72
33.67
32.5
31.19
29.73
28.09
26.24
24.14
21.78
19.11
36.03
35.07
34.02
32.85
31.54
30.08
28.43
26.57
24.46
22.08
19.39
36.37
35.42
34.36
33.19
31.88
30.41
28.75
26.88
24.77
22.37
19.66
36.7
35.75
34.69
33.52
32.2
30.73
29.07
27.19
25.06
22.65
19.92
37.02
36.07
35.01
33.83
32.52
31.04
29.37
27.49
25.35
22.92
20.18
37.33
36.37
35.32
34.14
32.82
31.34
29.67
27.78
25.63
23.19
20.42
37.63
36.67
35.61
34.43
33.11
31.63
29.95
28.06
25.9
23.45
20.67
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
20
20
20
20
20
20
20
20
20
20
20
21
21
21
21
21
21
21
21
21
21
21
22
22
22
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.81
0.781
0.749
0.716
0.679
0.639
0.597
0.55
0.499
0.444
0.384
0.823
0.793
0.761
0.727
0.69
0.65
0.607
0.559
0.508
0.452
0.391
0.835
0.805
0.773
34.07
33.13
32.09
30.93
29.65
28.21
26.6
24.79
22.75
20.46
17.89
34.5
33.56
32.51
31.35
30.06
28.62
27
25.17
23.12
20.81
18.21
34.91
33.96
32.91
21
21
21
21
21
21
21
22
22
22
22
22
22
22
0.3
0.4
0.5
0.6
0.7
0.8
0.9
0.738
0.701
0.661
0.617
0.569
0.517
0.46
31.75
30.45
29
27.37
25.54
23.47
21.14
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
22
23
23
23
23
23
23
23
23
23
23
23
24
24
24
24
24
24
24
24
24
24
24
25
25
25
25
25
25
25
25
25
25
25
26
26
26
26
26
26
26
26
26
26
26
27
27
27
27
27
27
27
27
27
27
27
28
28
28
28
28
28
28
28
28
28
28
29
29
29
29
29
29
29
29
29
29
29
30
30
30
30
30
30
30
30
30
30
30
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0.398
0.847
0.817
0.784
0.749
0.711
0.671
0.626
0.578
0.525
0.467
0.405
0.858
0.828
0.795
0.76
0.722
0.68
0.635
0.586
0.533
0.475
0.412
0.869
0.838
0.805
0.77
0.731
0.69
0.644
0.595
0.541
0.482
0.418
0.88
0.849
0.816
0.078
0.741
0.699
0.653
0.603
0.549
0.489
0.425
0.89
0.859
0.826
0.789
0.75
0.708
0.661
0.611
0.556
0.496
0.431
0.901
0.869
0.835
0.799
0.759
0.716
0.67
0.619
0.563
0.503
0.437
0.91
0.879
0.845
0.808
0.768
0.725
0.678
0.626
0.57
0.509
0.442
0.92
0.888
0.854
0.817
0.776
0.733
0.685
0.634
0.577
0.515
0.448
18.52
35.3
34.35
33.3
32.13
30.83
29.38
27.74
25.9
23.81
21.46
18.82
35.67
34.72
33.67
32.5
31.19
29.73
28.09
26.24
24.14
21.78
19.11
36.03
35.07
34.02
32.85
31.54
30.08
28.43
26.57
24.46
22.08
19.39
36.37
35.42
34.36
33.19
31.88
30.41
28.75
26.88
24.77
22.37
19.66
36.7
35.75
34.69
33.52
32.2
30.73
29.07
27.19
25.06
22.65
19.92
37.02
36.07
35.01
33.83
32.52
31.4
29.37
27.49
25.35
22.92
20.18
37.33
36.37
35.32
34.14
32.82
31.34
29.67
27.78
25.63
23.19
20.42
37.63
36.67
35.61
34.43
33.11
31.63
29.95
28.06
25.9
23.45
20.67
APPENDIX O
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
20
20
20
20
20
20
20
20
20
20
20
21
21
21
21
21
21
21
21
21
21
21
22
22
22
22
22
22
22
22
22
22
22
23
23
23
23
23
23
23
23
23
23
23
24
24
24
24
24
24
24
24
24
24
24
25
25
25
25
25
25
25
25
25
25
25
26
26
26
26
26
26
26
26
26
26
26
27
27
27
27
27
27
27
27
27
27
27
28
28
28
28
28
28
28
28
28
28
28
29
29
29
29
29
29
29
29
29
29
29
30
30
30
30
30
30
30
30
30
30
30
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0.848
0.817
0.784
0.749
0.711
0.669
0.624
0.575
0.522
0.464
0.402
0.861
0.83
0.797
0.761
0.722
0.681
0.635
0.586
0.532
0.473
0.409
0.874
0.843
0.809
0.773
0.734
0.691
0.645
0.595
0.541
0.481
0.417
0.886
0.855
0.821
0.784
0.745
0.702
0.655
0.605
0.549
0.489
0.424
0.898
0.866
0.832
0.795
0.755
0.712
0.665
0.614
0.558
0.497
0.431
0.91
0.878
0.843
0.806
0.765
0.722
0.674
0.623
0.566
0.505
0.438
0.921
0.889
0.854
0.816
0.775
0.731
0.683
0.631
0.574
0.512
0.444
0.932
0.899
0.864
0.826
0.785
0.741
0.692
0.639
0.582
0.519
0.451
0.942
0.91
0.874
0.836
0.795
0.75
0.701
0.648
0.589
0.526
0.457
0.953
0.92
0.884
0.845
0.804
0.758
0.709
0.655
0.597
0.533
0.463
0.963
0.929
0.894
0.855
0.813
0.767
0.717
0.663
0.604
0.539
0.469
34.07
33.13
32.09
30.93
29.65
28.21
26.6
24.79
22.75
20.46
17.89
34.5
33.56
32.51
31.35
30.06
28.62
27
25.17
23.12
20.81
18.21
34.91
33.96
32.91
31.75
30.45
29
27.37
25.54
23.47
21.41
18.52
35.3
34.35
33.3
32.13
30.83
29.38
37.74
25.9
23.81
21.46
18.82
35.67
34.72
33.67
32.5
31.19
29.73
28.09
26.24
24.14
21.78
19.11
36.03
35.07
34.02
32.85
31.54
30.08
28.43
26.57
24.46
22.08
19.39
36.37
35.42
34.36
33.19
31.88
30.41
28.75
26.88
24.77
22.37
19.66
36.7
35.75
34.69
33.52
32.2
30.73
29.07
27.19
25.06
22.65
19.92
37.02
36.07
35.01
33.83
32.52
31.04
29.37
27.49
25.35
22.92
20.18
37.33
36.37
35.32
34.14
32.82
31.34
29.67
27.78
25.63
23.19
20.42
37.63
36.67
35.61
34.43
33.11
31.63
29.95
28.06
25.9
23.45
20.67
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
20
20
20
20
20
20
20
20
20
20
20
21
21
21
21
21
21
21
21
21
21
21
22
22
22
22
22
22
22
22
22
22
22
23
23
23
23
23
23
23
23
23
23
23
24
24
24
24
24
24
24
24
24
24
24
25
25
25
25
25
25
25
25
25
25
25
26
26
26
26
26
26
26
26
26
26
26
27
27
27
27
27
27
27
27
27
27
27
28
28
28
28
28
28
28
28
28
28
28
29
29
29
29
29
29
29
29
29
29
29
30
30
30
30
30
30
30
30
30
30
30
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0.887
0.855
0.82
0.783
0.743
0.7
0.653
0.602
0.546
0.486
0.42
0.901
0.868
0.833
0.769
0.756
0.712
0.664
0.612
0.556
0.495
0.428
0.914
0.881
0.846
0.808
0.767
0.723
0.675
0.623
0.565
0.503
0.436
0.927
0.894
0.858
0.82
0.779
0.734
0.685
0.632
0.575
0.512
0.443
0.939
0.906
0.87
0.832
0.79
0.745
0.695
0.642
0.583
0.52
0.451
0.951
0.918
0.882
0.843
0.801
0.755
0.705
0.651
0.592
0.528
0.458
0.963
0.929
0.893
0.853
0.811
0.765
0.715
0.66
0.6
0.535
0.465
0.975
0.94
0.904
0.864
0.821
0.775
0.724
0.669
0.609
0.543
0.471
0.986
0.651
0.914
0.874
0.831
0.784
0.733
0.677
0.616
0.55
0.478
0.997
0.962
0.924
0.884
0.841
0.793
0.742
0.685
0.624
0.557
0.484
1.007
0.972
0.934
0.894
0.85
0.802
0.75
0.694
0.632
0.564
0.49
34.07
33.13
32.09
30.93
29.65
28.21
26.6
24.79
22.75
20.46
17.89
34.5
33.56
32.51
31.35
30.06
28.62
27
25.17
23.12
20.81
18.21
34.91
33.96
32.91
31.75
30.45
29
27.37
25.54
23.47
21.14
18.52
35.3
34.35
33.3
32.13
30.83
29.38
27.74
25.9
23.81
21.46
18.82
35.67
34.72
33.67
32.5
31.19
29.73
28.09
26.24
24.14
21.78
19.11
36.03
35.07
34.02
32.85
31.54
30.08
28.43
26.57
24.46
22.08
19.39
36.37
35.42
34.36
33.19
31.88
30.41
28.75
26.88
24.77
22.37
19.66
36.7
35.75
34.69
33.52
32.2
30.73
29.07
27.19
25.06
22.65
19.92
37.02
36.07
35.01
33.83
32.52
31.04
29.37
27.49
25.235
22.92
20.18
37.33
36.37
35.32
34.14
32.82
31.34
29.67
27.78
25.63
23.19
20.42
37.63
36.67
35.61
34.43
33.11
31.63
29.95
28.06
25.9
23.45
20.97
APPENDIX O
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
20
20
20
20
20
20
20
20
20
20
20
21
21
21
21
21
21
21
21
21
21
21
22
22
22
22
22
22
22
22
22
22
22
23
23
23
23
23
23
23
23
23
23
23
24
24
24
24
24
24
24
24
24
24
24
25
25
25
25
25
25
25
25
25
25
25
26
26
26
26
26
26
26
26
26
26
26
27
27
27
27
27
27
27
27
27
27
27
28
28
28
28
28
28
28
28
28
28
28
29
29
29
29
29
29
29
29
29
29
29
30
30
30
30
30
30
30
30
30
30
30
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0.925
0.892
0.856
0.817
0.775
0.73
0.681
0.628
0.57
0.507
0.438
0.939
0.906
0.869
0.83
0.788
0.742
0.693
0.639
0.58
0.516
0.447
0.953
0.919
0.883
0.843
0.8
0.754
0.704
0.649
0.59
0.525
0.455
0.967
0.932
0.895
0.856
0.812
0.766
0.715
0.66
0.599
0.534
0.463
0.98
0.645
0.908
0.867
0.824
0.777
0.725
0.67
0.609
0.542
0.47
0.993
0.657
0.92
0.879
0.835
0.787
0.736
0.679
0.618
0.551
0.478
1.005
0.969
0.931
0.89
0.846
0.798
0.746
0.689
0.626
0.559
0.485
1.017
0.981
0.943
0.901
0.857
0.808
0.755
0.698
0.635
0.566
0.492
1.028
0.992
0.954
0.912
0.867
0.818
0.765
0.706
0.643
0.574
0.499
1.04
1.003
0.964
0.922
0.877
0.827
0.774
0.715
0.651
0.581
0.505
1.051
1.014
0.975
0.932
0.887
0.837
0.783
0.724
0.659
0.588
0.512
34.07
33.13
32.09
30.93
29.65
28.21
26.6
24.79
22.75
20.46
17.89
34.5
33.56
32.51
31.35
30.06
28.62
27
25.17
23.12
20.18
18.21
34.91
33.96
32.91
31.75
30.45
29
27.37
25.54
23.47
21.41
18.52
35.3
34.35
33.3
32.13
30.83
29.38
27.74
25.9
23.81
21.46
18.82
35.67
234.72
33.67
32.5
31.19
29.73
28.09
26.24
24.14
21.78
19.11
36.03
35.07
34.02
32.85
31.54
30.08
28.43
26.57
24.46
22.08
19.39
36.37
35.42
34.36
33.19
31.88
30.41
28.75
26.88
24.77
22.37
19.66
36.7
35.75
34.69
33.52
32.2
30.73
29.07
27.19
25.06
22.65
19.92
37.02
36.07
35.01
33.83
32.52
31.04
29.37
27.49
25.35
22.92
20.18
37.33
36.37
35.32
34.14
32.82
31.34
29.67
27.78
25.63
23.19
20.43
37.63
36.67
35.61
34.43
33.11
31.63
29.95
28.06
25.9
23.45
20.67
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
20
20
20
20
20
20
20
20
20
20
20
21
21
21
21
21
21
21
21
21
21
21
22
22
22
22
22
22
22
22
22
22
22
23
23
23
23
23
23
23
23
23
23
23
24
24
24
24
24
24
24
24
24
24
24
25
25
25
25
25
25
25
25
25
25
25
26
26
26
26
26
26
26
26
26
26
26
27
27
27
27
27
27
27
27
27
27
27
28
28
28
28
28
28
28
28
28
28
28
29
29
29
29
29
29
29
29
29
29
29
30
30
30
30
30
30
30
30
30
30
30
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0.964
0.929
0.892
0.851
0.808
0.761
0.71
0.654
0.594
0.528
0.457
0.979
0.944
0.906
0.865
0.821
0.774
0.722
0.666
0.604
0.538
0.466
0.933
0.958
0.92
0.879
0.834
0.786
0.734
0.677
0.615
0.547
0.474
1.007
0.972
0.933
0.891
0.847
0.798
0.745
0.687
0.625
0.556
0.482
1.021
0.985
0.946
0.904
0.859
0.809
0.756
0.698
0.634
0.565
0.49
1.034
0.998
0.958
0.916
0.87
0.821
0.767
0.708
0.644
0.574
0.498
1.047
1.01
0.971
0.928
0.882
0.831
0.777
0.717
0.653
0.582
0.505
1.059
1.022
0.982
0.939
0.893
0.842
0.787
0.727
0.661
0.59
0.512
1.071
1.034
0.994
0.95
0.903
0.852
0.797
0.736
0.67
0.598
0.519
1.083
1.046
1.005
0.961
0.914
0.862
0.806
0.745
0.678
0.606
0.526
1.095
1.057
1.016
0.972
0.924
0.872
0.815
0.754
0.687
0.613
0.533
34.07
33.13
32.09
30.93
29.65
28.21
26.6
24.79
22.75
20.46
17.89
34.5
33.56
32.51
31.35
30.06
28.62
27
25.17
23.12
20.81
18.21
34.91
33.69
32.91
31.75
30.45
29
27.37
25.54
23.47
21.14
18.52
35.3
34.35
33.3
32.13
30.83
29.38
27.74
25.9
23.81
21.46
18.82
35.67
34.72
33.67
32.5
31.19
29.73
28.09
26.24
24.14
21.78
19.11
36.03
35.07
34.02
32.85
31.54
30.08
28.43
26.57
24.46
22.08
19.39
36.37
35.42
34.36
33.19
31.88
30.41
28.75
26.88
24.77
22.37
19.66
36.7
35.75
34.69
33.52
32.2
30.73
29.07
27.19
25.06
22.65
19.92
37.02
36.07
35.01
33.83
32.52
31.04
29.37
27.49
25.35
22.92
20.18
37.33
36.37
35.32
34.14
32.82
31.34
29.67
27.78
25.63
23.19
20.42
37.63
36.67
35.61
34.43
33.11
31.63
29.95
28.06
25.9
23.45
20.67
APPENDIX O
Scoriaceous andesite
Waypoint: 33
RMD: 19_03_01
Scanline: 19_03_01
Sample: 19_03_01, 02
Equivalent Mohr-Coulomb
Combinations
ø
PLCN
mi
D
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
21
21
21
21
21
21
21
21
21
21
21
22
22
22
22
22
22
22
22
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
1.444
1.402
1.357
1.308
1.255
1.197
1.134
1.065
0.989
0.904
0.811
0.465
1.422
1.377
1.327
1.274
1.216
1.152
1.082
1.005
0.92
0.825
1.485
1.442
1.396
1.346
1.292
1.233
1.169
1.099
c
37.4
36.64
35.8
34.85
33.79
32.6
31.24
29.7
27.93
25.89
25.53
37.83
37.07
36.22
35.27
34.21
33.02
31.66
30.11
28.33
26.28
23.9
38.24
37.47
36.63
35.68
34.62
33.42
32.05
30.5
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
22
22
22
23
23
23
23
23
23
23
23
23
23
23
24
24
24
24
24
24
24
24
24
24
24
25
25
25
25
25
25
25
25
25
25
25
26
26
26
26
26
26
26
26
26
26
26
27
27
27
27
27
27
27
27
27
27
27
28
28
28
28
28
28
28
28
28
28
28
29
29
29
29
29
29
29
29
29
29
29
30
30
30
30
30
30
30
30
30
30
30
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
1.021
0.934
0.838
1.504
1.461
1.415
1.365
1.31
1.251
1.186
1.115
1.036
0.949
0.852
1.532
1.48
1.433
1.382
1.327
1.268
1.202
1.13
1.051
0.962
0.864
1.542
1.498
1.45
1.399
1.344
1.284
1.218
1.145
1.065
0.976
0.877
1.559
1.515
1.468
1.416
1.36
1.3
1.233
1.16
1.079
0.989
0.889
1.577
1.532
1.484
1.432
1.376
1.315
1.248
1.174
1.092
1.001
0.9
1.593
1.549
1.5
1.448
1.392
1.33
1.262
1.188
1.105
1.014
0.912
1.61
1.565
1.516
1.464
1.407
1.344
1.276
1.201
1.118
1.026
0.923
1.626
1.58
1.531
1.479
1.421
1.358
1.29
1.214
1.13
1.037
0.934
28.71
26.65
24.26
38.62
37.86
37.01
36.06
35
33.8
32.43
30.87
29.08
27.01
24.6
39
38.23
37.38
36.43
35.37
34.17
32.8
31.23
29.43
27.35
24.93
39.35
38.59
37.74
36.79
35.72
34.52
33.15
31.58
29.77
27.68
25.25
39.69
38.93
38.08
37.13
36.06
34.86
33.48
31.91
30.1
28
25.56
40.02
39.26
38.41
37.46
36.39
35.18
33.81
32.23
30.42
28.31
25.85
40.43
39.58
38.73
37.78
36.71
35.5
34.12
32.54
30.72
28.61
26.14
40.64
39.88
39.03
38.08
37.01
35.8
34.42
32.84
31.02
28.9
26.42
40.94
40.18
39.33
38.38
37.31
36.1
34.72
33.13
31.31
29.18
26.69
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
20
20
20
20
20
20
20
20
20
20
20
21
21
21
21
21
21
21
21
21
21
21
22
22
22
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
1.521
1.477
1.429
1.377
1.321
1.261
1.194
1.122
1.041
0.953
0.854
1.543
1.498
1.45
1.398
1.342
1.28
1.213
1.14
1.058
0.969
0.869
1.564
1.519
1.47
37.4
36.64
35.8
34.85
33.79
32.6
31.24
29.7
27.93
25.89
23.53
37.83
37.07
36.22
35.27
34.21
33.02
31.66
30.11
28.33
26.28
23.9
38.24
37.47
36.63
21
21
21
21
21
21
21
22
22
22
22
22
22
22
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1.418
1.361
1.299
1.231
1.157
1.075
0.984
35.65
34.62
33.42
32.05
30.5
28.71
26.65
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
22
23
23
23
23
23
23
23
23
23
23
23
24
24
24
24
24
24
24
24
24
24
24
25
25
25
25
25
25
25
25
25
25
25
26
26
26
26
26
26
26
26
26
26
26
27
27
27
27
27
27
27
27
27
27
27
28
28
28
28
28
28
28
28
28
28
28
29
29
29
29
29
29
29
29
29
29
29
30
30
30
30
30
30
30
30
30
30
30
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0.883
1.584
1.539
1.49
1.437
1.38
1.317
1.249
1.174
1.091
0.999
0.897
1.604
1.558
1.509
1.456
1.398
1.335
1.266
1.19
1.106
1.014
0.91
1.624
1.577
1.528
1.474
1.416
1.352
1.282
1.206
1.121
1.028
0.923
1.642
1.596
1.546
1.4491
1.433
1.369
1.298
1.221
1.136
1.041
0.936
1.66
1.614
1.563
1.509
1.449
1.385
1.314
1.236
1.15
1.055
0.948
1.678
1.631
1.58
1.525
1.466
1.401
1.329
1.251
1.164
1.067
0.96
1.695
1.648
1.597
1.541
1.481
1.416
1.344
1.265
1.177
1.08
0.972
1.712
1.664
1.613
1.557
1.497
1.431
1.358
1.279
1.19
1.092
0.983
24.26
38.62
37.86
37.01
36.06
35
33.8
32.43
30.87
29.08
27.01
24.6
39
38.23
37.38
36.43
35.37
34.17
32.8
31.23
29.43
27.35
24.93
39.35
38.59
37.74
36.79
35.72
34.52
33.15
31.58
29.77
27.68
25.25
39.69
38.93
38.08
37.13
36.06
34.86
33.48
31.91
30.1
28
25.56
40.02
39.26
38.41
37.46
36.39
35.18
33.81
32.23
30.42
28.31
25.85
40.34
39.58
38.73
37.78
36.71
35.5
34.12
32.54
30.72
28.61
26.14
40.64
39.88
39.03
38.08
37.01
35.8
34.42
32.84
31.02
28.9
26.42
40.94
40.18
39.33
38.38
37.31
36.1
34.72
33.13
31.31
29.18
26.69
APPENDIX O
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
20
20
20
20
20
20
20
20
20
20
20
21
21
21
21
21
21
21
21
21
21
21
22
22
22
22
22
22
22
22
22
22
22
23
23
23
23
23
23
23
23
23
23
23
24
24
24
24
24
24
24
24
24
24
24
25
25
25
25
25
25
25
25
25
25
25
26
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26
26
26
26
26
26
26
27
27
27
27
27
27
27
27
27
27
27
28
28
28
28
28
28
28
28
28
28
28
29
29
29
29
29
29
29
29
29
29
29
30
30
30
30
30
30
30
30
30
30
30
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
1.589
1.542
1.492
1.439
1.38
1.317
1.248
1.172
1.088
0.995
0.892
1.612
1.565
1.515
1.46
1.401
1.337
1.267
1.19
1.106
1.012
0.908
1.634
1.587
1.536
1.481
1.422
1.357
1.286
1.209
1.123
1.028
0.922
1.655
1.608
1.556
1.501
1.441
1.376
1.305
1.226
1.14
1.044
0.937
1.676
1.628
1.576
1.521
1.46
1.394
1.322
1.243
1.156
1.059
0.951
1.696
1.648
1.596
1.54
1.479
1.412
1.34
1.26
1.171
1.073
0.964
1.715
1.667
1.615
1.558
1.497
1.43
1.356
1.276
1.187
1.088
0.978
1.734
1.686
1.633
1.576
1.514
1.447
1.373
1.291
1.201
1.102
0.991
1.753
1.704
1.651
1.593
1.531
1.463
1.388
1.306
1.216
1.115
1.003
1.771
1.721
1.668
1.61
1.547
1.479
1.404
1.321
1.23
1.128
1.015
1.788
1.739
1.685
1.627
1.564
1.495
1.419
1.336
1.243
1.141
1.027
37.4
36.64
35.8
34.85
33.79
32.6
31.24
29.7
27.93
25.89
23.53
37.83
37.07
36.22
35.27
34.21
33.02
31.66
30.11
28.33
26.28
23.9
38.24
37.47
36.63
35.65
34.62
33.42
32.05
30.5
28.71
26.65
24.26
38.62
37.86
37.01
36.06
35
33.8
32.43
30.87
29.08
27.01
24.6
39
38.23
37.38
36.43
35.37
34.17
32.8
31.23
29.43
27.35
24.93
39.35
38.59
37.74
36.79
35.72
34.52
33.15
31.58
29.77
27.68
25.25
39.69
38.93
38.08
37.13
36.06
34.86
33.48
31.91
30.1
28
25.56
40.02
39.26
38.41
37.46
36.39
35.18
33.81
32.23
30.42
28.31
25.85
40.34
39.58
38.73
37.78
36.71
35.5
34.12
32.54
30.72
28.61
26.14
4064
39.88
39.03
38.08
37.01
35.8
34.42
32.84
31.02
28.9
26.42
40.94
40.18
39.33
38.38
37.31
36.1
34.72
33.13
31.31
29.18
26.69
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
20
20
20
20
20
20
20
20
20
20
20
21
21
21
21
21
21
21
21
21
21
21
22
22
22
22
22
22
22
22
22
22
22
23
23
23
23
23
23
23
23
23
23
23
24
24
24
24
24
24
24
24
24
24
24
25
25
25
25
25
25
25
25
25
25
25
26
26
26
26
26
26
26
26
26
26
26
27
27
27
27
27
27
27
27
27
27
27
28
28
28
28
28
28
28
28
28
28
28
29
29
29
29
29
29
29
29
29
29
29
30
30
30
30
30
30
30
30
30
30
30
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
1.661
1.613
1.56
1.504
1.443
1.377
1.305
1.225
1.137
1.04
0.933
1.685
1.636
1.583
1.527
1.465
1.398
1.325
1.245
1.156
1.058
0.949
1.708
1.659
1.606
1.548
1.486
1.419
1.345
1.264
1.174
1.075
0.964
1.731
1.681
1.627
1.57
1.507
1.439
1.364
1.282
1.191
1.091
0.98
1.752
1.702
1.648
1.59
1.527
1.458
1.383
1.3
1.208
1.107
0.994
1.773
1.723
1.668
1.61
1.546
1.477
1.401
1.317
1.225
1.122
1.008
1.794
1.743
1.688
1.629
1.565
1.495
1.418
1.334
1.241
1.137
1.022
1.813
1.762
1.707
1.648
1.583
1.512
1.432
1.35
1.256
1.152
1.036
1.833
1.781
1.726
1.666
1.601
1.53
1.452
1.366
1.271
1.166
1.049
1.852
1.8
1.744
1.684
1.618
1.546
1.468
1.381
1.286
1.18
1.061
1.87
1.818
1.762
1.701
1.635
1.563
1.484
1.396
1.3
1.193
1.074
37.4
36.64
35.8
34.85
33.79
32.6
31.24
29.7
27.93
25.89
23.53
37.83
37.07
36.22
35.27
34.21
33.02
31.66
30.11
28.33
26.28
23.9
38.24
37.47
36.63
35.68
34.62
33.42
32.05
30.5
28.71
26.65
24.26
38.62
37.86
37.01
36.06
35
33.8
32.43
30.87
29.08
27.01
24.6
39
38.23
37.38
36.43
35.37
34.17
32.8
31.23
29.43
27.35
24.93
39.35
38.59
37.74
36.79
35.72
34.52
33.15
31.58
29.77
27.68
25.25
39.69
38.93
38.08
37.13
36.06
34.86
33.48
31.91
30.1
28
25.56
40.02
39.26
38.41
37.46
36.39
35.18
33.81
32.23
30.42
28.31
25.85
40.34
39.58
38.73
37.78
36.71
35.5
34.12
32.54
30.72
28.61
26.14
40.64
39.88
39.03
38.08
37.01
35.8
34.42
32.84
31.02
28.9
26.42
40.94
40.18
39.33
38.38
37.37
36.1
34.72
33.13
31.31
29.18
26.69
APPENDIX O
24
24
24
24
24
24
24
24
24
24
24
24
24
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24
24
24
24
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24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
20
20
20
20
20
20
20
20
20
20
20
21
21
21
21
21
21
21
21
21
21
21
22
22
22
22
22
22
22
22
22
22
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23
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23
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24
24
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24
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24
24
24
25
25
25
25
25
25
25
25
25
25
25
26
26
26
26
26
26
26
26
26
26
26
27
27
27
27
27
27
27
27
27
27
27
28
28
28
28
28
28
28
28
28
28
28
29
29
29
29
29
29
29
29
29
29
29
30
30
30
30
30
30
30
30
30
30
30
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
1.742
1.692
1.637
1.578
1.514
1.444
1.386
1.285
1.193
1.091
0.978
1.768
1.716
1.661
1.601
1.537
1.467
1.39
1.306
1.213
1.11
0.995
1.792
1.74
1.684
1.624
1.559
1.488
1.411
1.326
1.231
1.127
1.012
1.815
1.763
1.707
1.646
1.581
1.509
1.431
1.345
1.25
1.144
1.027
1.838
1.785
1.729
1.668
1.602
1.529
1.45
1.363
1.267
1.161
1.043
1.86
1.807
1.75
1.689
1.622
1.549
1.469
1.382
1.285
1.177
1.058
1.881
1.828
1.771
1.709
1.641
1.568
1.488
1.399
1.301
1.193
1.072
1.902
1.849
1.791
1.728
1.66
1.586
1.505
1.416
1.318
1.208
1.086
1.922
1.868
1.81
1.747
1.679
1.604
1.523
1.433
1.333
1.223
1.1
1.942
1.888
1.829
1.766
1.697
1.622
1.54
1.449
1.349
1.237
1.113
1.961
1.907
1.848
1.784
1.715
1.639
1.556
1.465
1.364
1.251
1.126
37.4
36.64
35.8
34.85
33.79
32.6
31.24
29.7
27.93
25.89
23.53
37.83
37.07
36.22
35.27
34.21
33.02
31.66
30.11
28.33
26.28
23.9
38.24
37.47
36.63
35.68
34.62
33.42
32.05
30.5
28.71
26.65
24.26
38.62
37.86
37.01
36.06
35
33.8
32.43
30.87
29.08
27.01
24.6
39
38.23
37.38
36.43
35.37
34.17
32.8
31.23
29.43
27.35
24.93
39.35
38.59
37.74
36.79
35.72
34.52
33.15
31.58
29.77
27.68
25.25
39.69
39.93
38.08
37.13
36.06
34.86
33.48
31.91
30.1
28
25.56
40.02
39.26
38.41
37.46
36.39
35.18
33.81
32.23
30.42
28.31
25.85
40.34
39.58
38.73
37.78
36.71
35.5
34.12
32.54
30.72
28.61
26.14
40.64
39.88
39.03
38.08
37.01
35.8
34.42
32.84
31.02
28.9
26.42
40.94
40.18
39.33
38.38
37.31
36.1
34.72
33.13
31.31
29.18
26.69
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
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25
25
25
25
25
25
25
25
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25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
20
20
20
20
20
20
20
20
20
20
20
21
21
21
21
21
21
21
21
21
21
21
22
22
22
22
22
22
22
22
22
22
22
23
23
23
23
23
23
23
23
23
23
23
24
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24
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24
24
24
25
25
25
25
25
25
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27
27
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27
28
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28
28
28
28
28
28
28
28
28
29
29
29
29
29
29
29
29
29
29
29
30
30
30
30
30
30
30
30
30
30
30
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
1.805
1.752
1.696
1.635
1.568
1.496
1.418
1.331
1.236
1.131
1.014
1.831
1.778
1.721
1.659
1.592
1.52
1.44
1.353
1.256
1.15
1.031
1.856
1.803
1.745
1.683
1.615
1.542
1.462
1.373
1.276
1.168
1.048
1.881
1.827
1.768
1.706
1.638
1.563
1.482
1.393
1.295
1.186
1.064
1.904
1.85
1.791
1.728
1.659
1.584
1.503
1.413
1.313
1.203
1.08
1.927
1.872
1.813
1.749
1.68
1.605
1.522
1.431
1.331
1.22
1.096
1.949
1.894
1.834
1.77
1.7
1.624
1.541
1.449
1.348
1.236
1.111
1.971
1.915
1.855
1.791
1.72
1.644
1.56
1.467
1.365
1.252
1.125
1.992
1.936
1.875
1.81
1.739
1.662
1.578
1.484
1.381
1.267
1.14
2.012
1.956
1.895
1.829
0.4
1.68
1.595
1.501
1.397
1.282
1.153
2.032
1.975
1.914
1.848
1.776
1.698
1.612
1.518
1.413
1.297
1.167
37.4
36.64
35.8
34.85
33.79
32.6
31.18
29.7
27.93
25.89
23.53
37.83
37.07
36.22
35.27
34.24
33.02
31.66
30.11
28.33
26.28
23.9
38.24
37.47
36.63
35.68
34.62
33.42
32.05
30.5
28.71
26.65
24.26
38.62
37.86
37.01
36.06
35
33.8
32.43
30.87
29.08
27.01
24.6
39
38.23
37.38
36.43
35.37
34.17
32.8
31.23
29.43
27.35
24.93
39.35
38.59
37.74
36.79
35.72
34.52
33.15
31.58
29.77
27.68
25.25
39.69
38.93
38.08
37.13
36.06
34.86
33.48
31.91
30.1
28
25.56
40.02
39.26
38.41
37.46
36.39
35.18
33.81
32.23
30.42
28.31
25.85
40.34
39.58
38.73
37.78
36.71
35.5
34.12
32.54
30.72
28.61
26.14
40.64
39.88
39.03
38.08
37.01
35.8
34.42
32.84
31.02
28.9
26.42
40.94
40.18
39.33
38.38
37.31
36.1
34.72
33.13
31.31
29.18
26.69
APPENDIX O
Indurated dacite
Waypoint: 52
RMD: 14_03_02
Scanline: 14_03_01
Sample: 14_03_02
Equivalent Mohr-Coulomb
Combinations
PLCN
mi
D
c
ø
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
22
22
22
22
22
22
22
22
22
22
22
23
23
23
23
23
23
23
23
23
23
23
24
24
24
24
24
24
24
24
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
2.495
2.415
2.33
2.238
2.138
2.029
1.911
1.781
1.638
1.482
1.309
2.529
2.448
2.362
2.269
2.168
2.059
1.939
1.808
1.664
1.505
1.331
2.562
2.481
2.394
2.3
2.198
2.087
1.966
1.834
36.73
35.88
34.94
33.89
32.72
31.4
29.91
28.22
26.29
24.09
21.57
37.11
36.27
35.33
34.28
33.1
31.78
30.29
28.59
26.65
24.43
21.89
37.49
36.64
35.7
34.65
33.47
32.14
30.65
28.94
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
24
24
24
25
25
25
25
25
25
25
25
25
25
25
26
26
26
26
26
26
26
26
26
26
26
27
27
27
27
27
27
27
27
27
27
27
28
28
28
28
28
28
28
28
28
28
28
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
1.688
1.528
1.352
2.593
2.512
2.424
2.329
2.227
2.115
1.993
1.859
1.712
1.55
1.372
2.624
2.542
2.454
2.358
2.254
2.142
2.019
1.884
1.735
1.572
1.391
2.654
2.571
2.482
2.386
2.282
2.168
2.044
1.907
1.758
1.592
1.41
2.683
2.6
2.51
2.413
2.308
2.193
2.068
1.931
1.779
1.613
1.429
26.99
24.76
22.2
37.84
36.99
36.05
35
33.82
32.49
30.99
29.28
27.32
25.08
22.51
38.19
37.34
36.39
35.34
34.16
32.83
31.32
29.61
27.64
25.39
22.8
38.52
37.67
36.72
35.67
34.49
33.15
31.64
29.92
27.95
25.69
23.08
38.83
37.98
37.04
35.99
34.8
33.47
31.95
30.23
28.25
25.98
23.36
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
22
22
22
22
22
22
22
22
22
22
22
23
23
23
23
23
23
23
23
23
23
23
24
24
24
24
24
24
24
24
24
24
24
25
25
25
25
25
25
25
25
25
25
25
26
26
26
26
26
26
26
26
26
26
26
27
27
27
27
27
27
27
27
27
27
27
28
28
28
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
2.618
2.534
2.445
2.348
2.243
2.129
2.005
1.869
1.719
1.555
1.374
2.653
2.569
2.479
2.381
2.275
2.16
2.034
1.897
1.746
1.579
1.396
2.688
2.603
2.512
2.413
2.306
2.19
2.063
1.924
1.771
1.603
1.418
2.721
2.636
2.543
2.444
2.336
2.219
2.091
1.951
1.796
1.626
1.439
2.753
2.667
2.574
2.474
2.366
2.247
2.118
1.976
1.821
1.649
1.46
2.785
2.698
2.605
2.504
2.394
2.275
2.144
2.001
1.844
1.671
1.48
2.816
2.728
2.634
36.73
35.88
34.94
33.89
32.72
31.4
29.91
28.22
26.29
24.09
21.57
37.11
36.27
35.33
34.28
33.1
31.78
30.29
28.59
26.65
24.43
21.89
37.49
36.64
35.7
34.65
33.47
32.14
30.65
28.94
26.99
24.76
22.2
37.84
36.99
36.05
35
33.82
32.49
30.99
29.28
27.32
25.08
22.51
38.19
37.34
36.39
35.34
34.16
32.83
31.32
29.61
27.64
25.39
22.8
38.52
37.67
36.72
35.67
34.49
33.15
31.64
29.92
27.95
25.69
23.08
38.83
37.98
37.04
21
21
21
21
21
21
21
28
28
28
28
28
28
28
0.3
0.4
0.5
0.6
0.7
0.8
0.9
2.535
2.422
2.301
2.17
2.026
1.867
1.692
35.99
34.8
33.47
31.95
30.23
28.25
25.98
21
28
1
1.499
23.36
APPENDIX O
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
23
23
23
23
23
23
23
23
23
23
23
24
24
24
24
24
24
24
24
24
24
24
25
25
25
25
25
25
25
25
25
25
25
26
26
26
26
26
26
26
26
26
26
26
27
27
27
27
27
27
27
27
27
27
27
28
28
28
28
28
28
28
28
28
28
28
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
2.747
2.659
2.565
2.464
2.354
2.234
2.103
1.961
1.804
1.631
1.442
2.784
2.696
2.601
2.498
2.387
2.266
2.135
1.99
1.832
1.657
1.465
2.82
2.731
2.635
2.532
2.42
2.298
2.165
2.019
1.859
1.682
1.488
2.855
2.765
2.669
2.565
2.451
2.328
2.194
2.047
1.885
1.707
1.51
2.889
2.799
2.701
2.596
2.482
2.358
2.222
2.074
1.91
1.73
1.532
2.922
2.831
2.733
2.627
2.512
2.387
2.25
2.1
1.935
1.753
1.553
2.954
2.836
2.764
2.657
2.541
2.415
2.277
2.126
1.959
1.776
1.573
36.73
35.88
34.94
33.89
32.72
31.4
29.91
28.22
26.29
24.09
21.57
37.11
36.27
35.33
34.28
33.1
31.78
30.29
28.59
26.65
24.43
21.89
37.49
36.64
35.7
34.65
33.47
32.14
30.65
28.94
26.99
24.76
22.2
37.84
36.99
36.05
35
33.82
32.49
30.99
29.28
27.32
25.08
22.51
38.19
37.34
36.39
35.34
34.16
32.83
31.32
29.61
27.64
25.39
22.8
38.52
37.67
36.72
35.67
34.49
33.15
31.64
29.92
27.95
25.69
23.08
38.83
37.98
37.04
35.99
34.8
33.47
31.95
30.23
28.25
25.98
23.36
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
22
22
22
22
22
22
22
22
22
22
22
23
23
23
23
23
23
23
23
23
23
23
24
24
24
24
24
24
24
24
24
24
24
25
25
25
25
25
25
25
25
25
25
25
26
26
26
26
26
26
26
26
26
26
26
27
27
27
27
27
27
27
27
27
27
27
28
28
28
28
28
28
28
28
28
28
28
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
2.87
2.778
2.68
2.574
2.459
2.334
2.198
2.048
1.885
1.704
1.506
2.909
2.816
2.717
2.61
2.494
2.368
2.23
2.079
1.914
1.731
1.531
2.946
2.853
2.753
2.645
2.528
2.401
2.626
2.109
1.942
1.758
1.555
2.983
2.889
2.788
2.679
2.561
2.433
2.292
2.138
1.969
1.783
1.578
3.018
2.924
2.822
2.712
2.593
2.463
2.322
2.167
1.996
1.808
1.6
3.053
2.958
2.855
2.745
2.624
2.494
2.351
2.194
2.022
1.832
1.622
3.087
2.991
2.887
2.776
2.655
2.523
2.379
2.221
2.047
1.855
1.644
36.73
35.88
34.94
33.89
32.72
31.4
29.91
28.22
26.29
24.09
21.57
37.11
36.27
35.33
34.28
33.1
31.78
30.29
28.59
26.65
24.43
21.89
37.49
36.64
35.7
34.65
33.47
32.14
30.65
28.94
26.99
24.76
22.2
37.84
36.99
36.05
35
33.82
32.49
30.99
29.28
27.32
25.08
22.51
38.19
37.34
36.39
35.34
34.16
32.83
31.32
29.61
27.64
25.39
22.8
38.52
37.67
36.72
35.67
34.49
33.15
31.64
29.92
27.95
25.69
23.08
38.83
37.98
37.04
35.99
34.8
33.47
31.95
30.23
28.25
25.98
23.36
APPENDIX O
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
22
22
22
22
22
22
22
22
22
22
22
23
23
23
23
23
23
23
23
23
23
23
24
24
24
24
24
24
24
24
24
24
24
25
25
25
25
25
25
25
25
25
25
25
26
26
26
26
26
26
26
26
26
26
26
27
27
27
27
27
27
27
27
27
27
27
28
28
28
28
28
28
28
28
28
28
28
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
2.994
2.898
2.796
2.685
2.565
2.435
2.293
2.137
1.966
1.778
1.571
3.034
2.938
2.835
2.723
2.602
2.47
2.327
2.169
1.996
1.806
1.597
3.074
2.977
2.872
2.76
2.637
2.505
2.359
2.2
2.026
1.834
1.622
3.112
3.014
2.909
2.795
2.672
2.538
2.391
2.231
2.054
1.86
1.646
3.149
3.05
2.944
2.83
2.705
2.57
2.422
2.26
2.082
1.886
1.67
3.185
3.086
2.979
2.863
2.738
2.601
2.452
2.289
2.109
1.911
1.692
3.22
3.12
3.012
2.896
2.77
2.632
2.482
2.317
2.135
1.935
1.715
36.73
35.88
34.94
33.89
32.72
31.4
29.91
28.22
26.29
24.09
21.57
37.11
36.27
35.33
34.28
33.1
31.78
30.29
28.59
26.65
24.43
21.89
37.49
36.64
35.7
34.65
33.47
32.14
30.65
28.94
26.99
24.76
22.2
37.84
36.99
36.05
35
33.82
32.49
30.99
29.28
27.32
25.08
22.51
38.19
37.34
36.39
35.34
34.16
32.83
31.32
29.61
27.64
25.39
22.8
38.52
37.67
36.72
35.67
34.49
33.15
31.64
29.92
27.95
25.69
23.08
38.83
37.98
37.04
35.99
34.8
33.47
31.95
30.23
28.25
25.98
23.36
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
22
22
22
22
22
22
22
22
22
22
22
23
23
23
23
23
23
23
23
23
23
23
24
24
24
24
24
24
24
24
24
24
24
25
25
25
25
25
25
25
25
25
25
25
26
26
26
26
26
26
26
26
26
26
26
27
27
27
27
27
27
27
27
27
27
27
28
28
28
28
28
28
28
28
28
28
28
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
3.119
3.019
2.912
2.797
2.672
2.536
2.388
2.226
2.048
1.852
1.637
3.161
3.061
2.953
2.836
2.71
2.573
2.424
2.26
2.08
1.882
1.664
3.202
3.101
2.992
2.875
2.747
2.609
2.458
2.292
2.11
1.91
1.689
3.242
3.14
3.03
2.912
2.783
2.644
2.491
2.324
2.14
1.938
1.715
3.28
3.178
3.067
2.948
2.818
2.677
2.523
2.354
2.169
1.964
1.739
3.318
3.214
3.103
2.983
2.852
2.71
2.555
2.384
2.197
1.991
1.763
3.354
3.25
3.138
3.017
2.885
2.742
2.585
2.413
2.224
2.016
1.786
36.73
35.88
34.94
33.89
32.72
31.4
29.91
28.22
26.29
24.09
21.57
37.11
36.27
35.33
34.28
33.1
31.78
30.29
28.59
26.65
24.43
21.89
37.49
36.64
35.7
34.65
33.47
32.14
30.65
28.94
26.99
24.76
22.2
37.84
36.99
36.05
35
33.82
32.49
30.99
29.28
27.32
25.08
22.51
38.19
37.34
36.39
35.34
34.16
32.83
31.32
29.61
27.64
25.39
22.8
38.52
37.67
36.72
35.67
34.49
33.15
31.64
29.92
27.95
25.69
23.08
38.83
37.98
37.04
35.99
34.8
33.47
31.95
30.23
28.25
25.98
23.36
APPENDIX P: DIRECT SHEAR DATA FOR THE SOFT ROCKS
Magnitude of normal load for Matahina Ignimbrite and block and ash flow
Unit weight of material at
-3
field moist (N m )
Unit weight of material at
-3
field moist (kN m )
Depth to shear plane (m)
Cross sectional area of
2
sample (m )
Mass (kg)
Matahina
Ignimbrite
11794.36
11.79436
5.0
0.003166922
19.04
Block and ash
flow
19448.69
19.44869
5.0
0.003166922
31.39
Block and ash flow direct shear test data
(Shaded cell for each direct shear test indicates peak shear stress)
Direct shear (Block and ash: core 1)
Waypoint: 109
Soil field description: 19_08_01a/b
unit: Block and ash flow
Normal load: 14.5 kg
Tim e
(mins)
0.0
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
5.5
6.0
6.5
7.0
7.5
8.0
8.5
9.0
9.5
10.0
10.5
11.0
11.5
12.0
12.5
13.0
13.5
14.0
14.5
15.0
15.5
16.0
16.5
17.0
17.5
18.0
18.5
19.0
19.5
20.0
20.5
21.0
21.5
22.0
22.5
23.0
23.5
24.0
24.5
25.0
25.5
26.0
26.5
27.0
27.5
28.0
28.5
29.0
29.5
30.0
30.5
31.0
31.5
32.0
32.5
33.0
33.5
34.0
34.5
35.0
35.5
36.0
36.5
37.0
37.5
38.0
38.5
39.0
39.5
40.0
40.5
Direct shear (Block and ash: core 2)
Sample: 19_08_01
Lithotechnical
-1
Gearing ratio: 54/36 = 0.183 mm min
Proving ring Vertical d ial Shear d isp
(u nits)
(u nits)
(m m)
0.0
0.000
0.0
10.0
-0.001
0.1
33.0
-0.003
0.1
40.0
-0.004
0.2
50.0
-0.004
0.3
63.0
-0.008
0.3
69.0
-0.012
0.4
77.0
-0.015
0.5
85.0
-0.020
0.6
93.0
-0.024
0.6
100.0
-0.026
0.7
107.0
-0.028
0.8
112.0
-0.029
0.9
119.0
-0.029
1.0
123.0
-0.029
1.0
127.0
-0.028
1.1
131.0
-0.024
1.2
135.0
-0.020
1.3
140.0
-0.015
1.4
145.0
-0.011
1.4
148.0
-0.005
1.5
150.0
-0.001
1.6
154.0
0.007
1.7
158.0
0.013
1.8
160.0
0.019
1.9
164.0
0.025
2.0
166.0
0.032
2.0
169.0
0.042
2.1
172.0
0.052
2.2
173.0
0.064
2.3
175.0
0.076
2.4
177.0
0.086
2.5
177.0
0.096
2.6
178.0
0.103
2.7
179.0
0.116
2.8
179.0
0.122
2.8
179.0
0.130
2.9
179.0
0.130
3.0
179.0
0.132
3.1
179.0
0.138
3.2
179.0
0.150
3.3
179.0
0.157
3.4
179.0
0.164
3.5
179.0
0.168
3.6
179.0
0.173
3.7
179.0
0.183
3.8
179.0
0.185
3.9
179.0
0.195
3.9
178.0
0.198
4.0
171.0
0.187
4.1
173.0
0.201
4.2
173.0
0.210
4.3
173.0
0.216
4.4
173.0
0.224
4.5
173.0
0.230
4.6
173.0
0.231
4.7
173.0
0.233
4.8
173.0
0.234
4.9
173.0
0.235
5.0
172.0
0.235
5.1
172.0
0.235
5.1
172.0
0.238
5.2
172.0
0.238
5.3
171.0
0.241
5.4
171.0
0.245
5.5
171.0
0.247
5.6
169.0
0.249
5.7
169.0
0.249
5.8
169.0
0.257
5.9
168.0
0.258
6.0
167.0
0.240
6.1
167.0
0.240
6.2
167.0
0.240
6.3
167.0
0.240
6.3
167.0
0.241
6.4
167.0
0.245
6.5
167.0
0.249
6.6
167.0
0.251
6.7
167.0
0.251
6.8
167.0
0.251
6.9
167.0
0.255
7.0
167.0
0.259
7.1
Shear stress
(kPa)
0.0
2.3
7.7
9.3
11.6
14.6
16.0
17.9
19.8
21.6
23.2
24.9
26.0
27.7
28.6
29.5
30.5
31.4
32.5
33.7
34.4
34.9
35.8
36.7
37.2
38.1
38.6
39.3
40.0
40.2
40.7
41.2
41.2
41.4
41.6
41.6
41.6
41.6
41.6
41.6
41.6
41.6
41.6
41.6
41.6
41.6
41.6
41.6
41.4
39.8
40.2
40.2
40.2
40.2
40.2
40.2
40.2
40.2
40.2
40.0
40.0
40.0
40.0
39.8
39.8
39.8
39.3
39.3
39.3
39.1
38.8
38.8
38.8
38.8
38.8
38.8
38.8
38.8
38.8
38.8
38.8
38.8
Shear d isp
(mm )
0.0
0.1
0.1
0.2
0.3
0.3
0.4
0.5
0.6
0.6
0.7
0.8
0.9
1.0
1.0
1.1
1.2
1.3
1.4
1.4
1.5
1.6
1.7
1.8
1.9
2.0
2.0
2.1
2.2
2.3
2.4
2.5
2.6
2.7
2.8
2.8
2.9
3.0
3.1
3.2
3.3
3.4
3.5
3.6
3.7
3.8
3.9
3.9
4.0
4.1
4.2
4.3
4.4
4.5
4.6
4.7
4.8
4.9
5.0
5.1
5.1
5.2
5.3
5.4
5.5
5.6
5.7
5.8
5.9
6.0
6.1
6.2
6.3
6.3
6.4
6.5
6.6
6.7
6.8
6.9
7.0
7.1
Vertical d isp
(mm )
0.000
-0.001
-0.003
-0.004
-0.004
-0.008
-0.012
-0.015
-0.020
-0.024
-0.026
-0.028
-0.029
-0.029
-0.029
-0.028
-0.024
-0.020
-0.015
-0.011
-0.005
-0.001
0.007
0.013
0.019
0.025
0.032
0.042
0.052
0.064
0.076
0.086
0.096
0.103
0.116
0.122
0.130
0.130
0.132
0.138
0.150
0.157
0.164
0.168
0.173
0.183
0.185
0.195
0.198
0.187
0.201
0.210
0.216
0.224
0.230
0.231
0.233
0.234
0.235
0.235
0.235
0.238
0.238
0.241
0.245
0.247
0.249
0.249
0.257
0.258
0.240
0.240
0.240
0.240
0.241
0.245
0.249
0.251
0.251
0.251
0.255
0.259
Waypoint: 109
Soil field description: 19_08_01a/b
Sample: 19_08_01
Lithotechnical unit: Block and ash flow
Normal load: 24.5 kg
Gearing
-1
ratio: 54/36 = 0.183 mm min
Tim e
(m in s)
0.0
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
5.5
6.0
6.5
7.0
7.5
8.0
8.5
9.0
9.5
10.0
10.5
11.0
11.5
12.0
12.5
13.0
13.5
14.0
14.5
15.0
15.5
16.0
16.5
17.0
17.5
18.0
18.5
19.0
19.5
20.0
20.5
21.0
21.5
22.0
22.5
23.0
23.5
24.0
24.5
25.0
25.5
26.0
26.5
27.0
27.5
28.0
28.5
29.0
29.5
30.0
30.5
31.0
31.5
32.0
32.5
33.0
33.5
34.0
34.5
35.0
35.5
36.0
36.5
37.0
37.5
38.0
38.5
39.0
39.5
40.0
40.5
41.0
41.5
42.0
42.5
43.0
43.5
44.0
44.5
45.0
45.5
46.0
46.5
47.0
47.5
48.0
48.5
49.0
49.5
50.0
50.5
51.0
Provin g rin gVertical d ialShear d isp Sh ear stress Shear d ispVertical d isp
(u n its)
(u nits)
(m m )
(kPa)
(m m )
(m m )
0.0
0.000
0.0
0.0
0.0
0.000
0.0
0.000
0.1
0.0
0.1
0.000
0.0
-0.003
0.2
0.0
0.2
-0.003
12.0
-0.005
0.3
2.8
0.3
-0.005
35.0
-0.010
0.3
8.1
0.3
-0.010
46.0
-0.020
0.4
10.7
0.4
-0.020
57.0
-0.026
0.4
13.3
0.4
-0.026
75.0
-0.038
0.5
17.4
0.5
-0.038
90.0
-0.050
0.6
20.9
0.6
-0.050
101.0
-0.069
0.6
23.5
0.6
-0.069
113.0
-0.081
0.7
26.3
0.7
-0.081
123.0
-0.092
0.8
28.6
0.8
-0.092
133.0
-0.103
0.8
30.9
0.8
-0.103
143.0
-0.115
0.9
33.2
0.9
-0.115
153.0
-0.125
1.0
35.6
1.0
-0.125
160.0
-0.136
1.1
37.2
1.1
-0.136
167.0
-0.104
1.1
38.8
1.1
-0.104
174.0
-0.151
1.2
40.5
1.2
-0.151
183.0
-0.159
1.3
42.5
1.3
-0.159
192.0
-0.164
1.4
44.6
1.4
-0.164
199.0
-0.170
1.4
46.3
1.4
-0.170
206.0
-0.176
1.5
47.9
1.5
-0.176
215.0
-0.178
1.6
50.0
1.6
-0.178
220.0
-0.184
1.7
51.1
1.7
-0.184
227.0
-0.184
1.7
52.8
1.7
-0.184
236.0
-0.185
1.8
54.9
1.8
-0.185
240.0
-0.186
1.9
55.8
1.9
-0.186
246.0
-0.187
2.0
57.2
2.0
-0.187
251.0
-0.191
2.1
58.4
2.1
-0.191
258.0
-0.196
2.1
60.0
2.1
-0.196
262.0
-0.198
2.2
60.9
2.2
-0.198
268.0
-0.198
2.3
62.3
2.3
-0.198
274.0
-0.195
2.4
63.7
2.4
-0.195
276.0
-0.194
2.5
64.2
2.5
-0.194
281.0
-0.193
2.5
65.3
2.5
-0.193
284.0
-0.194
2.6
66.0
2.6
-0.194
287.0
-0.194
2.7
66.7
2.7
-0.194
289.0
-0.181
2.8
67.2
2.8
-0.181
292.0
-0.181
2.9
67.9
2.9
-0.181
293.0
-0.176
3.0
68.1
3.0
-0.176
294.0
-0.172
3.1
68.4
3.1
-0.172
294.0
-0.165
3.2
68.4
3.2
-0.165
296.0
-0.158
3.3
3.3
-0.158
68.8
296.0
-0.154
3.3
68.8
3.3
-0.154
296.0
-0.150
3.4
68.8
3.4
-0.150
296.0
-0.148
3.5
68.8
3.5
-0.148
296.0
-0.147
3.6
68.8
3.6
-0.147
296.0
-0.144
3.7
68.8
3.7
-0.144
296.0
-0.140
3.8
68.8
3.8
-0.140
296.0
-0.134
3.9
68.8
3.9
-0.134
296.0
-0.126
4.0
68.8
4.0
-0.126
296.0
-0.119
4.1
68.8
4.1
-0.119
296.0
-0.114
4.2
68.8
4.2
-0.114
296.0
-0.110
4.3
68.8
4.3
-0.110
296.0
-0.103
4.3
68.8
4.3
-0.103
296.0
-0.096
4.4
68.8
4.4
-0.096
296.0
-0.090
4.5
68.8
4.5
-0.090
296.0
-0.081
4.6
68.8
4.6
-0.081
295.0
-0.077
4.7
68.6
4.7
-0.077
295.0
-0.071
4.8
68.6
4.8
-0.071
295.0
-0.070
4.9
68.6
4.9
-0.070
295.0
-0.064
5.0
68.6
5.0
-0.064
291.0
-0.059
5.1
67.7
5.1
-0.059
288.0
-0.056
5.2
67.0
5.2
-0.056
287.0
-0.055
5.3
66.7
5.3
-0.055
285.0
-0.052
5.4
66.3
5.4
-0.052
282.0
-0.051
5.5
65.6
5.5
-0.051
280.0
-0.051
5.6
65.1
5.6
-0.051
279.0
-0.051
5.7
64.9
5.7
-0.051
277.0
-0.051
5.8
64.4
5.8
-0.051
276.0
-0.048
5.9
64.2
5.9
-0.048
269.0
-0.048
6.0
62.5
6.0
-0.048
266.0
-0.048
6.1
61.8
6.1
-0.048
261.0
-0.051
6.2
60.7
6.2
-0.051
261.0
-0.053
6.2
60.7
6.2
-0.053
261.0
-0.056
6.3
60.7
6.3
-0.056
260.0
-0.057
6.4
60.4
6.4
-0.057
258.0
-0.057
6.5
60.0
6.5
-0.057
257.0
-0.057
6.6
59.8
6.6
-0.057
256.0
-0.058
6.7
59.5
6.7
-0.058
256.0
-0.061
6.8
59.5
6.8
-0.061
256.0
-0.065
6.9
59.5
6.9
-0.065
256.0
-0.068
7.0
59.5
7.0
-0.068
256.0
-0.071
7.1
59.5
7.1
-0.071
257.0
-0.075
7.2
59.8
7.2
-0.075
257.0
-0.082
7.3
59.8
7.3
-0.082
256.0
-0.089
7.4
59.5
7.4
-0.089
256.0
-0.097
7.4
59.5
7.4
-0.097
256.0
-0.106
7.5
59.5
7.5
-0.106
257.0
-0.113
7.6
59.8
7.6
-0.113
259.0
-0.114
7.7
60.2
7.7
-0.114
259.0
-0.119
7.8
60.2
7.8
-0.119
260.0
-0.123
7.9
60.4
7.9
-0.123
259.0
-0.130
8.0
60.2
8.0
-0.130
260.0
-0.132
8.1
60.4
8.1
-0.132
262.0
-0.132
8.2
60.9
8.2
-0.132
262.0
-0.133
8.3
60.9
8.3
-0.133
264.0
-0.136
8.3
61.4
8.3
-0.136
265.0
-0.138
8.4
61.6
8.4
-0.138
265.0
-0.141
8.5
61.6
8.5
-0.141
266.0
-0.141
8.6
61.8
8.6
-0.141
266.0
-0.141
8.7
61.8
8.7
-0.141
268.0
-0.141
8.8
62.3
8.8
-0.141
APPENDIX P
Direct shear (Block and ash: core 3)
Waypoint: 109
Soil field description: 19_08_01a/b
Sample: 19_08_01
Lithotechnical unit: Block and ash flow
Normal load: 34.5 kg
Gearing
-1
ratio: 54/36 = 0.183 mm min
Tim e
(m ins)
0.0
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
5.5
6.0
6.5
7.0
7.5
8.0
8.5
9.0
9.5
10.0
10.5
11.0
11.5
12.0
12.5
13.0
13.5
14.0
14.5
15.0
15.5
16.0
16.5
17.0
17.5
18.0
18.5
19.0
19.5
20.0
20.5
21.0
21.5
22.0
22.5
23.0
23.5
24.0
24.5
25.0
25.5
26.0
26.5
27.0
27.5
28.0
28.5
29.0
29.5
30.0
30.5
31.0
31.5
32.0
32.5
33.0
33.5
34.0
34.5
35.0
35.5
36.0
36.5
37.0
37.5
38.0
38.5
39.0
39.5
40.0
40.5
41.0
41.5
42.0
42.5
43.0
43.5
44.0
44.5
45.0
45.5
46.0
46.5
47.0
47.5
48.0
48.5
49.0
49.5
50.0
50.5
51.0
51.5
52.0
Proving ringVertical d ialShear d isp Shear stress Shear d ispVertical d isp
(u nits)
(u nits)
(m m )
(kPa)
(m m )
(m m )
0.0
0.000
0.0
0.0
0.0
0.000
0.0
0.000
0.1
0.0
0.1
0.000
29.0
-0.004
0.1
6.7
0.1
-0.004
45.0
-0.013
0.2
10.5
0.2
-0.013
54.0
-0.017
0.3
12.6
0.3
-0.017
70.0
-0.025
0.3
16.3
0.3
-0.025
86.0
-0.039
0.4
20.0
0.4
-0.039
102.0
-0.054
0.4
23.7
0.4
-0.054
117.0
-0.067
0.5
27.2
0.5
-0.067
127.0
-0.085
0.6
29.5
0.6
-0.085
139.0
-0.099
0.6
32.3
0.6
-0.099
153.0
-0.113
0.7
35.6
0.7
-0.113
164.0
-0.128
0.8
38.1
0.8
-0.128
178.0
-0.147
0.8
41.4
0.8
-0.147
184.0
-0.153
0.9
42.8
0.9
-0.153
194.0
-0.166
1.0
45.1
1.0
-0.166
202.0
-0.175
1.1
47.0
1.1
-0.175
213.0
-0.185
1.1
49.5
1.1
-0.185
219.0
-0.194
1.2
50.9
1.2
-0.194
228.0
-0.204
1.3
53.0
1.3
-0.204
235.0
-0.211
1.4
54.6
1.4
-0.211
244.0
-0.218
1.4
56.7
1.4
-0.218
253.0
-0.224
1.5
58.8
1.5
-0.224
260.0
-0.230
1.6
60.4
1.6
-0.230
269.0
-0.233
1.7
62.5
1.7
-0.233
276.0
-0.239
1.7
64.2
1.7
-0.239
283.0
-0.242
1.8
65.8
1.8
-0.242
290.0
-0.246
1.9
67.4
1.9
-0.246
297.0
-0.249
2.0
69.0
2.0
-0.249
302.0
-0.254
2.0
70.2
2.0
-0.254
308.0
-0.257
2.1
71.6
2.1
-0.257
315.0
-0.260
2.2
73.2
2.2
-0.260
320.0
-0.263
2.3
74.4
2.3
-0.263
328.0
-0.265
2.4
76.3
2.4
-0.265
330.0
-0.268
2.5
76.7
2.5
-0.268
334.0
-0.268
2.5
77.7
2.5
-0.268
340.0
-0.268
2.6
79.0
2.6
-0.268
352.0
-0.268
2.7
81.8
2.7
-0.268
354.0
-0.268
2.8
82.3
2.8
-0.268
346.0
-0.268
2.9
80.4
2.9
-0.268
346.0
-0.268
3.0
80.4
3.0
-0.268
346.0
-0.268
3.1
80.4
3.1
-0.268
348.0
-0.268
3.1
80.9
3.1
-0.268
350.0
-0.268
3.2
81.4
3.2
-0.268
352.0
-0.266
3.3
81.8
3.3
-0.266
352.0
-0.263
3.4
81.8
3.4
-0.263
354.0
-0.261
3.5
82.3
3.5
-0.261
353.0
-0.261
3.6
82.1
3.6
-0.261
354.0
-0.261
3.7
82.3
3.7
-0.261
356.0
-0.261
3.8
82.8
3.8
-0.261
356.0
-0.260
3.9
82.8
3.9
-0.260
357.0
-0.256
4.0
83.0
4.0
-0.256
358.0
-0.253
4.0
83.2
4.0
-0.253
357.0
-0.251
4.1
4.1
-0.251
83.0
357.0
-0.250
4.2
83.0
4.2
-0.250
357.0
-0.248
4.3
83.0
4.3
-0.248
357.0
-0.247
4.4
83.0
4.4
-0.247
356.0
-0.247
4.5
82.8
4.5
-0.247
356.0
-0.246
4.6
82.8
4.6
-0.246
356.0
-0.244
4.7
82.8
4.7
-0.244
356.0
-0.244
4.8
82.8
4.8
-0.244
356.0
-0.244
4.9
82.8
4.9
-0.244
356.0
-0.244
5.0
82.8
5.0
-0.244
355.0
-0.244
5.1
82.5
5.1
-0.244
354.0
-0.244
5.1
82.3
5.1
-0.244
353.0
-0.244
5.2
82.1
5.2
-0.244
351.0
-0.244
5.3
81.6
5.3
-0.244
351.0
-0.244
5.4
81.6
5.4
-0.244
351.0
-0.243
5.5
81.6
5.5
-0.243
351.0
-0.243
5.6
81.6
5.6
-0.243
351.0
-0.243
5.7
81.6
5.7
-0.243
351.0
-0.243
5.8
81.6
5.8
-0.243
349.0
-0.243
5.9
81.1
5.9
-0.243
348.0
-0.247
6.0
80.9
6.0
-0.247
348.0
-0.247
6.1
80.9
6.1
-0.247
348.0
-0.248
6.2
80.9
6.2
-0.248
348.0
-0.249
6.3
80.9
6.3
-0.249
348.0
-0.251
6.3
80.9
6.3
-0.251
348.0
-0.252
6.4
80.9
6.4
-0.252
347.0
-0.254
6.5
80.7
6.5
-0.254
347.0
-0.255
6.6
80.7
6.6
-0.255
347.0
-0.256
6.7
80.7
6.7
-0.256
346.0
-0.258
6.8
80.4
6.8
-0.258
346.0
-0.258
6.9
80.4
6.9
-0.258
346.0
-0.258
7.0
80.4
7.0
-0.258
346.0
-0.258
7.1
80.4
7.1
-0.258
346.0
-0.258
7.2
80.4
7.2
-0.258
346.0
-0.258
7.3
80.4
7.3
-0.258
346.0
-0.258
7.4
80.4
7.4
-0.258
343.0
-0.258
7.5
79.7
7.5
-0.258
340.0
-0.259
7.6
79.0
7.6
-0.259
338.0
-0.260
7.7
78.6
7.7
-0.260
337.0
-0.262
7.7
78.3
7.7
-0.262
334.0
-0.266
7.8
77.7
7.8
-0.266
334.0
-0.268
7.9
77.7
7.9
-0.268
334.0
-0.270
8.0
77.7
8.0
-0.270
334.0
-0.271
8.1
77.7
8.1
-0.271
335.0
-0.273
8.2
77.9
8.2
-0.273
335.0
-0.275
8.3
77.9
8.3
-0.275
335.0
-0.276
8.4
77.9
8.4
-0.276
335.0
-0.277
8.5
77.9
8.5
-0.277
335.0
-0.279
8.6
77.9
8.6
-0.279
335.0
-0.279
8.7
77.9
8.7
-0.279
335.0
-0.281
8.8
77.9
8.8
-0.281
335.0
-0.283
8.8
77.9
8.8
-0.283
Direct shear (Block and ash: core 4)
Waypoint: 109 Soil field description: 19_08_01a/b Sample: 19_08_01
-1
Normal load: 39.5 kg
Gearing ratio: 54/36 = 0.183 mm min
Time
(mins)
0.0
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
5.5
6.0
6.5
7.0
7.5
8.0
8.5
9.0
9.5
10.0
10.5
11.0
11.5
12.0
12.5
13.0
13.5
14.0
14.5
15.0
15.5
16.0
16.5
17.0
17.5
18.0
18.5
19.0
19.5
20.0
20.5
21.0
21.5
22.0
22.5
23.0
23.5
24.0
24.5
25.0
25.5
26.0
26.5
27.0
27.5
28.0
28.5
29.0
29.5
30.0
30.5
31.0
31.5
32.0
32.5
33.0
33.5
34.0
34.5
35.0
35.5
36.0
36.5
37.0
37.5
38.0
38.5
39.0
39.5
40.0
40.5
41.0
41.5
42.0
42.5
43.0
43.5
44.0
44.5
45.0
45.5
46.0
46.5
47.0
47.5
48.0
48.5
49.0
49.5
50.0
50.5
51.0
51.5
52.0
52.5
53.0
53.5
54.0
54.5
Proving ring
(units)
0.0
0.0
20.0
40.0
55.0
79.0
101.0
123.0
136.0
153.0
165.0
180.0
193.0
206.0
220.0
226.0
240.0
250.0
261.0
275.0
281.0
293.0
303.0
313.0
320.0
332.0
340.0
350.0
360.0
366.0
376.0
384.0
392.0
402.0
411.0
415.0
420.0
430.0
437.0
440.0
451.0
458.0
460.0
465.0
469.0
472.0
477.0
477.0
483.0
485.0
487.0
491.0
491.0
493.0
493.0
494.0
494.0
496.0
496.0
499.0
499.0
499.0
499.0
507.0
514.0
518.0
522.0
527.0
529.0
530.0
533.0
536.0
536.0
536.0
536.0
537.0
537.0
537.0
537.0
537.0
537.0
537.0
532.0
531.0
530.0
529.0
529.0
524.0
520.0
519.0
518.0
517.0
515.0
512.0
510.0
504.0
504.0
504.0
505.0
505.0
503.0
503.0
503.0
504.0
504.0
504.0
503.0
503.0
503.0
503.0
Vertical dial
(units)
0.000
0.000
-0.002
-0.004
-0.007
-0.012
-0.024
-0.036
-0.049
-0.064
-0.080
-0.096
-0.112
-0.128
-0.143
-0.153
-0.166
-0.179
-0.190
-0.202
-0.209
-0.217
-0.227
-0.235
-0.246
-0.252
-0.256
-0.261
-0.267
-0.272
-0.279
-0.283
-0.287
-0.292
-0.296
-0.302
-0.300
-0.307
-0.307
-0.307
-0.307
-0.307
-0.307
-0.307
-0.307
-0.307
-0.305
-0.304
-0.304
-0.304
-0.304
-0.304
-0.304
-0.300
-0.297
-0.293
-0.288
-0.283
-0.277
-0.271
-0.267
-0.265
-0.261
-0.257
-0.253
-0.251
-0.246
-0.241
-0.235
-0.228
-0.224
-0.216
-0.210
-0.203
-0.198
-0.192
-0.183
-0.176
-0.172
-0.166
-0.157
-0.153
-0.147
-0.140
-0.139
-0.134
-0.127
-0.123
-0.119
-0.111
-0.106
-0.102
-0.099
-0.094
-0.089
-0.088
-0.088
-0.084
-0.077
-0.075
-0.075
-0.075
-0.072
-0.065
-0.062
-0.058
-0.054
-0.050
-0.044
-0.040
Shear disp
(mm)
0.0
0.1
0.1
0.2
0.3
0.3
0.3
0.4
0.5
0.5
0.6
0.6
0.7
0.8
0.8
0.9
1.0
1.1
1.1
1.2
1.3
1.3
1.4
1.5
1.6
1.6
1.7
1.8
1.8
1.9
2.0
2.1
2.1
2.2
2.3
2.4
2.5
2.5
2.6
2.7
2.8
2.8
2.9
3.0
3.1
3.2
3.3
3.3
3.4
3.5
3.6
3.7
3.8
3.9
4.0
4.0
4.1
4.2
4.3
4.4
4.5
4.6
4.7
4.8
4.8
4.9
5.0
5.1
5.2
5.3
5.3
5.4
5.5
5.6
5.7
5.8
5.9
6.0
6.1
6.2
6.2
6.3
6.4
6.5
6.6
6.7
6.8
6.9
7.0
7.1
7.2
7.3
7.4
7.5
7.6
7.7
7.8
7.9
8.0
8.0
8.1
8.2
8.3
8.4
8.5
8.6
8.7
8.8
8.9
9.0
Lithotechnical unit: Block and ash flow
Shear stress
(kPa)
0.0
0.0
4.6
9.3
12.8
18.4
23.5
28.6
31.6
35.6
38.4
41.8
44.9
47.9
51.1
52.5
55.8
58.1
60.7
63.9
65.3
68.1
70.4
72.8
74.4
77.2
79.0
81.4
83.7
85.1
87.4
89.3
91.1
93.5
95.6
96.5
97.6
100.0
101.6
102.3
104.9
106.5
106.9
108.1
109.0
109.7
110.9
110.9
112.3
112.8
113.2
114.2
114.2
114.6
114.6
114.9
114.9
115.3
115.3
116.0
116.0
116.0
116.0
117.9
119.5
120.4
121.4
122.5
123.0
123.2
123.9
124.6
124.6
124.6
124.6
124.8
124.8
124.8
124.8
124.8
124.8
124.8
123.7
123.5
123.2
123.0
123.0
121.8
120.9
120.7
120.4
120.2
119.7
119.0
118.6
117.2
117.2
117.2
117.4
117.4
116.9
116.9
116.9
117.2
117.2
117.2
116.9
116.9
116.9
116.9
Shear disp
(mm)
0.0
0.1
0.1
0.2
0.3
0.3
0.3
0.4
0.5
0.5
0.6
0.6
0.7
0.8
0.8
0.9
1.0
1.1
1.1
1.2
1.3
1.3
1.4
1.5
1.6
1.6
1.7
1.8
1.8
1.9
2.0
2.1
2.1
2.2
2.3
2.4
2.5
2.5
2.6
2.7
2.8
2.8
2.9
3.0
3.1
3.2
3.3
3.3
3.4
3.5
3.6
3.7
3.8
3.9
4.0
4.0
4.1
4.2
4.3
4.4
4.5
4.6
4.7
4.8
4.8
4.9
5.0
5.1
5.2
5.3
5.3
5.4
5.5
5.6
5.7
5.8
5.9
6.0
6.1
6.2
6.2
6.3
6.4
6.5
6.6
6.7
6.8
6.9
7.0
7.1
7.2
7.3
7.4
7.5
7.6
7.7
7.8
7.9
8.0
8.0
8.1
8.2
8.3
8.4
8.5
8.6
8.7
8.8
8.9
9.0
Vertical disp
(mm)
0.000
0.000
-0.002
-0.004
-0.007
-0.012
-0.024
-0.036
-0.049
-0.064
-0.080
-0.096
-0.112
-0.128
-0.143
-0.153
-0.166
-0.179
-0.190
-0.202
-0.209
-0.217
-0.227
-0.235
-0.246
-0.252
-0.256
-0.261
-0.267
-0.272
-0.279
-0.283
-0.287
-0.292
-0.296
-0.302
-0.300
-0.307
-0.307
-0.307
-0.307
-0.307
-0.307
-0.307
-0.307
-0.307
-0.305
-0.304
-0.304
-0.304
-0.304
-0.304
-0.304
-0.300
-0.297
-0.293
-0.288
-0.283
-0.277
-0.271
-0.267
-0.265
-0.261
-0.257
-0.253
-0.251
-0.246
-0.241
-0.235
-0.228
-0.224
-0.216
-0.210
-0.203
-0.198
-0.192
-0.183
-0.176
-0.172
-0.166
-0.157
-0.153
-0.147
-0.140
-0.139
-0.134
-0.127
-0.123
-0.119
-0.111
-0.106
-0.102
-0.099
-0.094
-0.089
-0.088
-0.088
-0.084
-0.077
-0.075
-0.075
-0.075
-0.072
-0.065
-0.062
-0.058
-0.054
-0.050
-0.044
-0.040
APPENDIX P
Direct shear (Block and ash: core 5)
Waypoint: 109
Soil field description: 19_08_01a/b
Sample: 19_08_01
Lithotechnical unit: Block and ash flow
Normal load: 29.5 kg
Gearing
-1
ratio: 54/36 = 0.183 mm min
Tim e
(m ins)
0.0
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
5.5
6.0
6.5
7.0
7.5
8.0
8.5
9.0
9.5
10.0
10.5
11.0
11.5
12.0
12.5
13.0
13.5
14.0
14.5
15.0
15.5
16.0
16.5
17.0
17.5
18.0
18.5
19.0
19.5
20.0
20.5
21.0
21.5
22.0
22.5
23.0
23.5
24.0
24.5
25.0
25.5
26.0
26.5
27.0
27.5
28.0
28.5
29.0
29.5
30.0
30.5
31.0
31.5
32.0
32.5
33.0
33.5
34.0
34.5
35.0
35.5
36.0
36.5
37.0
37.5
38.0
38.5
39.0
39.5
40.0
40.5
41.0
41.5
42.0
42.5
43.0
43.5
44.0
44.5
45.0
45.5
46.0
46.5
47.0
47.5
48.0
48.5
49.0
49.5
50.0
50.5
51.0
51.5
52.0
Proving ringVertical d ialShear d isp Shear stress Shear d ispVertical d isp
(u nits)
(u nits)
(m m )
(kPa)
(m m )
(m m )
0.0
0.000
0.0
0.0
0.0
0.000
0.0
-0.004
0.1
0.0
0.1
-0.004
0.0
-0.006
0.2
0.0
0.2
-0.006
10.0
-0.009
0.3
2.3
0.3
-0.009
33.0
-0.014
0.3
7.7
0.3
-0.014
46.0
-0.020
0.4
10.7
0.4
-0.020
61.0
-0.037
0.4
14.2
0.4
-0.037
75.0
-0.043
0.5
17.4
0.5
-0.043
95.0
-0.062
0.5
22.1
0.5
-0.062
115.0
-0.075
0.6
26.7
0.6
-0.075
127.0
-0.087
0.7
29.5
0.7
-0.087
123.0
-0.097
0.8
28.6
0.8
-0.097
147.0
-0.111
0.8
34.2
0.8
-0.111
155.0
-0.125
0.9
36.0
0.9
-0.125
168.0
-0.137
0.9
39.1
0.9
-0.137
177.0
-0.150
1.0
41.2
1.0
-0.150
185.0
-0.158
1.1
43.0
1.1
-0.158
195.0
-0.168
1.2
45.3
1.2
-0.168
205.0
-0.178
1.2
47.7
1.2
-0.178
215.0
-0.181
1.3
50.0
1.3
-0.181
224.0
-0.188
1.4
52.1
1.4
-0.188
235.0
-0.194
1.5
54.6
1.5
-0.194
243.0
-0.199
1.5
56.5
1.5
-0.199
250.0
-0.203
1.6
58.1
1.6
-0.203
258.0
-0.209
1.7
60.0
1.7
-0.209
267.0
-0.215
1.8
62.1
1.8
-0.215
273.0
-0.218
1.8
63.5
1.8
-0.218
281.0
-0.220
1.9
65.3
1.9
-0.220
289.0
-0.220
2.0
67.2
2.0
-0.220
297.0
-0.221
2.1
69.0
2.1
-0.221
301.0
-0.221
2.1
70.0
2.1
-0.221
305.0
-0.219
2.2
70.9
2.2
-0.219
312.0
-0.216
2.3
72.5
2.3
-0.216
317.0
-0.213
2.4
73.7
2.4
-0.213
320.0
-0.211
2.5
74.4
2.5
-0.211
324.0
-0.206
2.6
75.3
2.6
-0.206
328.0
-0.204
2.6
76.3
2.6
-0.204
332.0
-0.197
2.7
77.2
2.7
-0.197
335.0
-0.192
2.8
77.9
2.8
-0.192
336.0
-0.184
2.9
78.1
2.9
-0.184
338.0
-0.177
3.0
78.6
3.0
-0.177
339.0
-0.170
3.1
78.8
3.1
-0.170
340.0
-0.163
3.2
79.0
3.2
-0.163
340.0
-0.153
3.3
79.0
3.3
-0.153
341.0
-0.150
3.3
79.3
3.3
-0.150
344.0
-0.142
3.4
80.0
3.4
-0.142
344.0
-0.134
3.5
80.0
3.5
-0.134
345.0
-0.128
3.6
80.2
3.6
-0.128
346.0
-0.121
3.7
3.7
-0.121
80.4
346.0
-0.116
3.8
80.4
3.8
-0.116
346.0
-0.112
3.9
80.4
3.9
-0.112
346.0
-0.109
4.0
80.4
4.0
-0.109
345.0
-0.103
4.1
80.2
4.1
-0.103
345.0
-0.099
4.2
80.2
4.2
-0.099
345.0
-0.090
4.3
80.2
4.3
-0.090
345.0
-0.083
4.3
80.2
4.3
-0.083
345.0
-0.079
4.4
80.2
4.4
-0.079
342.0
-0.074
4.5
79.5
4.5
-0.074
341.0
-0.069
4.6
79.3
4.6
-0.069
340.0
-0.064
4.7
79.0
4.7
-0.064
339.0
-0.060
4.8
78.8
4.8
-0.060
337.0
-0.056
4.9
78.3
4.9
-0.056
337.0
-0.051
5.0
78.3
5.0
-0.051
336.0
-0.048
5.1
78.1
5.1
-0.048
334.0
-0.043
5.2
77.7
5.2
-0.043
331.0
-0.041
5.3
77.0
5.3
-0.041
330.0
-0.038
5.4
76.7
5.4
-0.038
329.0
-0.036
5.5
76.5
5.5
-0.036
328.0
-0.033
5.6
76.3
5.6
-0.033
327.0
-0.033
5.7
76.0
5.7
-0.033
327.0
-0.031
5.8
76.0
5.8
-0.031
327.0
-0.028
5.8
76.0
5.8
-0.028
324.0
-0.025
5.9
75.3
5.9
-0.025
324.0
-0.022
6.0
75.3
6.0
-0.022
323.0
-0.020
6.1
75.1
6.1
-0.020
323.0
-0.017
6.2
75.1
6.2
-0.017
324.0
-0.016
6.3
75.3
6.3
-0.016
324.0
-0.014
6.4
75.3
6.4
-0.014
324.0
-0.013
6.5
75.3
6.5
-0.013
324.0
-0.013
6.6
75.3
6.6
-0.013
324.0
-0.013
6.7
75.3
6.7
-0.013
324.0
-0.013
6.8
75.3
6.8
-0.013
324.0
-0.013
6.9
75.3
6.9
-0.013
324.0
-0.013
6.9
75.3
6.9
-0.013
324.0
-0.009
7.0
75.3
7.0
-0.009
324.0
-0.007
7.1
75.3
7.1
-0.007
324.0
-0.007
7.2
75.3
7.2
-0.007
324.0
-0.007
7.3
75.3
7.3
-0.007
324.0
-0.008
7.4
75.3
7.4
-0.008
324.0
-0.008
7.5
75.3
7.5
-0.008
323.0
-0.010
7.6
75.1
7.6
-0.010
322.0
-0.015
7.7
74.9
7.7
-0.015
322.0
-0.016
7.8
74.9
7.8
-0.016
322.0
-0.016
7.9
74.9
7.9
-0.016
322.0
-0.016
8.0
74.9
8.0
-0.016
322.0
-0.016
8.0
74.9
8.0
-0.016
322.0
-0.016
8.1
74.9
8.1
-0.016
322.0
-0.017
8.2
74.9
8.2
-0.017
322.0
-0.017
8.3
74.9
8.3
-0.017
322.0
-0.017
8.4
74.9
8.4
-0.017
322.0
-0.017
8.5
74.9
8.5
-0.017
322.0
-0.017
8.6
74.9
8.6
-0.017
322.0
-0.017
8.7
74.9
8.7
-0.017
322.0
-0.017
8.8
74.9
8.8
-0.017
322.0
-0.017
8.9
74.9
8.9
-0.017
Direct shear (Block and ash: core 6)
Waypoint: 109
Soil field description: 19_08_01a/b
Sample: 19_08_01
Lithotechnical unit: Block and ash flow
Normal load: 44.5 kg
Gearing
-1
ratio: 54/36 = 0.183 mm min
Tim e Proving ringVertical d ial Shear d isp Shear stress Shear d isp Vertical d isp
(m ins)
(u nits)
(u nits)
(mm )
(kPa)
(mm )
(mm )
0.0
0.0
0.000
0.0
0.0
0.0
0.000
0.5
0.0
0.000
0.1
0.0
0.1
0.000
1.0
0.0
0.000
0.2
0.0
0.2
0.000
1.5
5.0
-0.004
0.3
1.2
0.3
-0.004
2.0
30.0
-0.004
0.3
7.0
0.3
-0.004
2.5
45.0
-0.005
0.4
10.5
0.4
-0.005
3.0
71.0
-0.009
0.4
16.5
0.4
-0.009
3.5
94.0
-0.015
0.5
21.9
0.5
-0.015
4.0
121.0
-0.022
0.5
28.1
0.5
-0.022
4.5
143.0
-0.032
0.5
33.2
0.5
-0.032
5.0
161.0
-0.043
0.6
37.4
0.6
-0.043
5.5
180.0
-0.052
0.6
41.8
0.6
-0.052
6.0
193.0
-0.063
0.7
44.9
0.7
-0.063
6.5
215.0
-0.077
0.8
50.0
0.8
-0.077
7.0
228.0
-0.086
0.8
53.0
0.8
-0.086
7.5
236.0
-0.093
0.9
54.9
0.9
-0.093
8.0
250.0
-0.101
1.0
58.1
1.0
-0.101
8.5
262.0
-0.111
1.0
60.9
1.0
-0.111
9.0
278.0
-0.119
1.1
64.6
1.1
-0.119
9.5
289.0
-0.125
1.2
67.2
1.2
-0.125
10.0
303.0
-0.131
1.2
70.4
1.2
-0.131
10.5
313.0
-0.136
1.3
72.8
1.3
-0.136
11.0
324.0
-0.141
1.4
75.3
1.4
-0.141
11.5
335.0
-0.146
1.4
77.9
1.4
-0.146
12.0
356.0
-0.150
1.5
82.8
1.5
-0.150
12.5
360.0
-0.153
1.6
83.7
1.6
-0.153
13.0
370.0
-0.156
1.6
86.0
1.6
-0.156
13.5
378.0
-0.157
1.7
87.9
1.7
-0.157
14.0
390.0
-0.159
1.8
90.7
1.8
-0.159
14.5
398.0
-0.161
1.9
92.5
1.9
-0.161
15.0
410.0
-0.161
1.9
95.3
1.9
-0.161
15.5
418.0
-0.161
2.0
97.2
2.0
-0.161
16.0
427.0
-0.161
2.1
99.3
2.1
-0.161
16.5
434.0
-0.161
2.2
100.9
2.2
-0.161
17.0
443.0
-0.161
2.2
103.0
2.2
-0.161
17.5
449.0
-0.161
2.3
104.4
2.3
-0.161
18.0
457.0
-0.161
2.4
106.2
2.4
-0.161
18.5
464.0
-0.160
2.5
107.9
2.5
-0.160
19.0
468.0
-0.161
2.5
108.8
2.5
-0.161
19.5
473.0
-0.159
2.6
110.0
2.6
-0.159
20.0
481.0
-0.158
2.7
111.8
2.7
-0.158
20.5
488.0
-0.155
2.8
113.5
2.8
-0.155
21.0
493.0
-0.152
2.9
114.6
2.9
-0.152
21.5
500.0
-0.148
2.9
116.2
2.9
-0.148
22.0
503.0
-0.143
3.0
116.9
3.0
-0.143
22.5
508.0
-0.136
3.1
118.1
3.1
-0.136
23.0
511.0
-0.131
3.2
118.8
3.2
-0.131
23.5
512.0
-0.125
3.3
119.0
3.3
-0.125
24.0
515.0
-0.118
3.4
119.7
3.4
-0.118
24.5
517.0
-0.114
3.4
120.2
3.4
-0.114
25.0
519.0
-0.107
3.5
120.7
3.5
-0.107
25.5
520.0
-0.102
3.6
120.9
3.6
-0.102
26.0
519.0
-0.098
3.7
120.7
3.7
-0.098
26.5
519.0
-0.092
3.8
120.7
3.8
-0.092
27.0
519.0
-0.087
3.9
120.7
3.9
-0.087
27.5
519.0
-0.081
4.0
120.7
4.0
-0.081
28.0
519.0
-0.077
4.1
120.7
4.1
-0.077
28.5
518.0
-0.071
4.2
120.4
4.2
-0.071
29.0
517.0
-0.066
4.3
120.2
4.3
-0.066
29.5
515.0
-0.060
4.4
119.7
4.4
-0.060
30.0
511.0
-0.057
4.5
118.8
4.5
-0.057
30.5
508.0
-0.055
4.6
118.1
4.6
-0.055
31.0
506.0
-0.052
4.7
117.6
4.7
-0.052
31.5
500.0
-0.049
4.8
116.2
4.8
-0.049
32.0
493.0
-0.047
4.9
114.6
4.9
-0.047
32.5
489.0
-0.046
5.0
113.7
5.0
-0.046
33.0
482.0
-0.044
5.1
112.1
5.1
-0.044
33.5
481.0
-0.043
5.2
111.8
5.2
-0.043
34.0
477.0
-0.043
5.3
110.9
5.3
-0.043
34.5
477.0
-0.043
5.4
110.9
5.4
-0.043
35.0
478.0
-0.043
5.4
111.1
5.4
-0.043
35.5
483.0
-0.041
5.5
112.3
5.5
-0.041
36.0
492.0
-0.040
5.6
114.4
5.6
-0.040
36.5
493.0
-0.040
5.7
114.6
5.7
-0.040
37.0
493.0
-0.043
5.8
114.6
5.8
-0.043
37.5
494.0
-0.046
5.9
114.9
5.9
-0.046
38.0
493.0
-0.052
6.0
114.6
6.0
-0.052
38.5
493.0
-0.055
6.1
114.6
6.1
-0.055
39.0
494.0
-0.057
6.1
114.9
6.1
-0.057
39.5
505.0
-0.058
6.2
117.4
6.2
-0.058
40.0
509.0
-0.057
6.3
118.3
6.3
-0.057
40.5
513.0
-0.057
6.4
119.3
6.4
-0.057
41.0
517.0
-0.057
6.5
120.2
6.5
-0.057
41.5
517.0
-0.059
6.6
120.2
6.6
-0.059
42.0
515.0
-0.062
6.7
119.7
6.7
-0.062
42.5
504.0
-0.074
6.8
117.2
6.8
-0.074
43.0
505.0
-0.080
6.9
117.4
6.9
-0.080
43.5
508.0
-0.082
6.9
118.1
6.9
-0.082
44.0
510.0
-0.084
7.0
118.6
7.0
-0.084
44.5
518.0
-0.084
7.1
120.4
7.1
-0.084
45.0
518.0
-0.087
7.2
120.4
7.2
-0.087
45.5
523.0
-0.088
7.3
121.6
7.3
-0.088
46.0
526.0
-0.088
7.4
122.3
7.4
-0.088
46.5
529.0
-0.089
7.5
123.0
7.5
-0.089
47.0
530.0
-0.091
7.5
123.2
7.5
-0.091
47.5
531.0
-0.093
7.6
123.5
7.6
-0.093
48.0
536.0
-0.092
7.7
124.6
7.7
-0.092
48.5
537.0
-0.091
7.8
124.8
7.8
-0.091
49.0
542.0
-0.091
7.9
126.0
7.9
-0.091
49.5
542.0
-0.091
8.0
126.0
8.0
-0.091
50.0
543.0
-0.092
8.1
126.2
8.1
-0.092
50.5
544.0
-0.094
8.2
126.5
8.2
-0.094
51.0
545.0
-0.096
8.2
126.7
8.2
-0.096
51.5
550.0
-0.095
8.3
127.9
8.3
-0.095
52.0
555.0
-0.095
8.4
129.0
8.4
-0.095
52.5
559.0
-0.095
8.5
8.5
-0.095
130.0
53.0
558.0
-0.096
8.6
129.7
8.6
-0.096
APPENDIX P
Direct shear (Block and ash: core 7)
Waypoint: 109 Soil field description: 19_08_01a/b
Sample: 19_08_01
Lithotechnical unit: Block and
ash flow
Normal load: 34.5 kg
Gearing ratio: 54/36 = 0.183 mm min-1
Time Proving ring Vertical dial
(mins)
(units)
(units)
0.0
0.0
0.000
0.5
0.0
-0.005
1.0
29.0
-0.008
1.5
43.0
-0.013
2.0
59.0
-0.018
2.5
82.0
-0.025
3.0
100.0
-0.035
3.5
124.0
-0.047
4.0
138.0
-0.055
4.5
155.0
-0.065
5.0
164.0
-0.076
5.5
183.0
-0.080
6.0
192.0
-0.090
6.5
199.0
-0.098
7.0
210.0
-0.105
7.5
220.0
-0.112
8.0
233.0
-0.118
8.5
241.0
-0.122
9.0
251.0
-0.127
9.5
260.0
-0.130
10.0
270.0
-0.134
10.5
281.0
-0.136
11.0
289.0
-0.138
11.5
299.0
-0.140
12.0
306.0
-0.143
12.5
318.0
-0.145
13.0
324.0
-0.145
13.5
330.0
-0.148
14.0
335.0
-0.148
14.5
343.0
-0.149
15.0
349.0
-0.149
15.5
354.0
-0.147
16.0
360.0
-0.144
16.5
365.0
-0.143
17.0
370.0
-0.141
17.5
374.0
-0.140
18.0
378.0
-0.139
18.5
382.0
-0.141
19.0
387.0
-0.141
19.5
396.0
-0.132
20.0
399.0
-0.126
20.5
399.0
-0.120
21.0
400.0
-0.116
21.5
401.0
-0.112
22.0
406.0
-0.107
22.5
409.0
-0.100
23.0
411.0
-0.096
23.5
412.0
-0.088
24.0
413.0
-0.084
24.5
414.0
-0.076
25.0
414.0
-0.075
25.5
417.0
-0.069
26.0
418.0
-0.062
26.5
418.0
-0.058
27.0
418.0
-0.050
27.5
418.0
-0.046
28.0
418.0
-0.041
28.5
418.0
-0.036
29.0
418.0
-0.028
29.5
418.0
-0.028
30.0
414.0
-0.021
30.5
412.0
-0.017
31.0
410.0
-0.014
31.5
402.0
-0.012
32.0
400.0
-0.011
32.5
400.0
-0.008
33.0
399.0
-0.007
33.5
360.0
-0.080
34.0
362.0
-0.078
34.5
363.0
-0.076
35.0
365.0
-0.074
35.5
372.0
-0.071
36.0
377.0
-0.067
36.5
381.0
-0.059
37.0
384.0
-0.058
37.5
388.0
-0.052
38.0
389.0
-0.049
38.5
389.0
-0.049
39.0
388.0
-0.040
39.5
388.0
-0.038
40.0
383.0
-0.035
40.5
383.0
-0.031
41.0
383.0
-0.030
41.5
378.0
-0.030
42.0
375.0
-0.026
42.5
370.0
-0.027
43.0
369.0
-0.026
43.5
368.0
-0.025
44.0
369.0
-0.023
44.5
371.0
-0.022
45.0
372.0
-0.021
45.5
372.0
-0.021
46.0
373.0
-0.021
46.5
373.0
-0.021
47.0
373.0
-0.021
47.5
374.0
-0.023
48.0
375.0
-0.024
48.5
382.0
-0.025
49.0
384.0
-0.024
49.5
384.0
-0.025
50.0
385.0
-0.025
50.5
385.0
-0.026
51.0
389.0
-0.028
51.5
391.0
-0.028
Shear disp
(mm)
0.0
0.1
0.1
0.2
0.2
0.3
0.3
0.4
0.5
0.5
0.6
0.6
0.7
0.8
0.9
0.9
1.0
1.1
1.1
1.2
1.3
1.4
1.4
1.5
1.6
1.7
1.7
1.8
1.9
2.0
2.0
2.1
2.2
2.3
2.4
2.5
2.5
2.6
2.7
2.8
2.9
3.0
3.0
3.1
3.2
3.3
3.4
3.5
3.6
3.7
3.7
3.8
3.9
4.0
4.1
4.2
4.3
4.4
4.5
4.6
4.7
4.8
4.9
5.0
5.1
5.1
5.2
5.4
5.5
5.6
5.7
5.8
5.8
5.9
6.0
6.1
6.2
6.3
6.4
6.5
6.6
6.6
6.7
6.8
6.9
7.0
7.1
7.2
7.3
7.4
7.5
7.6
7.7
7.8
7.9
7.9
8.0
8.1
8.2
8.3
8.4
8.5
8.6
8.6
Shear stress
(kPa)
0.0
0.0
6.7
10.0
13.7
19.1
23.2
28.8
32.1
36.0
38.1
42.5
44.6
46.3
48.8
51.1
54.2
56.0
58.4
60.4
62.8
65.3
67.2
69.5
71.1
73.9
75.3
76.7
77.9
79.7
81.1
82.3
83.7
84.9
86.0
87.0
87.9
88.8
90.0
92.1
92.8
92.8
93.0
93.2
94.4
95.1
95.6
95.8
96.0
96.3
96.3
96.9
97.2
97.2
97.2
97.2
97.2
97.2
97.2
97.2
96.3
95.8
95.3
93.5
93.0
93.0
92.8
83.7
84.2
84.4
84.9
86.5
87.6
88.6
89.3
90.2
90.4
90.4
90.2
90.2
89.0
89.0
89.0
87.9
87.2
86.0
85.8
85.6
85.8
86.3
86.5
86.5
86.7
86.7
86.7
87.0
87.2
88.8
89.3
89.3
89.5
89.5
90.4
90.9
Shear disp
(mm)
0.0
0.1
0.1
0.2
0.2
0.3
0.3
0.4
0.5
0.5
0.6
0.6
0.7
0.8
0.9
0.9
1.0
1.1
1.1
1.2
1.3
1.4
1.4
1.5
1.6
1.7
1.7
1.8
1.9
2.0
2.0
2.1
2.2
2.3
2.4
2.5
2.5
2.6
2.7
2.8
2.9
3.0
3.0
3.1
3.2
3.3
3.4
3.5
3.6
3.7
3.7
3.8
3.9
4.0
4.1
4.2
4.3
4.4
4.5
4.6
4.7
4.8
4.9
5.0
5.1
5.1
5.2
5.4
5.5
5.6
5.7
5.8
5.8
5.9
6.0
6.1
6.2
6.3
6.4
6.5
6.6
6.6
6.7
6.8
6.9
7.0
7.1
7.2
7.3
7.4
7.5
7.6
7.7
7.8
7.9
7.9
8.0
8.1
8.2
8.3
8.4
8.5
8.6
8.6
Vertical disp
(mm)
0.000
-0.005
-0.008
-0.013
-0.018
-0.025
-0.035
-0.047
-0.055
-0.065
-0.076
-0.080
-0.090
-0.098
-0.105
-0.112
-0.118
-0.122
-0.127
-0.130
-0.134
-0.136
-0.138
-0.140
-0.143
-0.145
-0.145
-0.148
-0.148
-0.149
-0.149
-0.147
-0.144
-0.143
-0.141
-0.140
-0.139
-0.141
-0.141
-0.132
-0.126
-0.120
-0.116
-0.112
-0.107
-0.100
-0.096
-0.088
-0.084
-0.076
-0.075
-0.069
-0.062
-0.058
-0.050
-0.046
-0.041
-0.036
-0.028
-0.028
-0.021
-0.017
-0.014
-0.012
-0.011
-0.008
-0.007
-0.080
-0.078
-0.076
-0.074
-0.071
-0.067
-0.059
-0.058
-0.052
-0.049
-0.049
-0.040
-0.038
-0.035
-0.031
-0.030
-0.030
-0.026
-0.027
-0.026
-0.025
-0.023
-0.022
-0.021
-0.021
-0.021
-0.021
-0.021
-0.023
-0.024
-0.025
-0.024
-0.025
-0.025
-0.026
-0.028
-0.028
Direct shear (Block and ash: core 8)
Waypoint: 109
Soil field description: 19_08_01a/b
Sample: 19_08_01
Lithotechnical unit: Block and ash flow
Normal load: 39.5 kg
Gearing ratio: 54/36
-1
= 0.183 mm min
Time
(mins)
0.0
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
5.5
6.0
6.5
7.0
7.5
8.0
8.5
9.0
9.5
10.0
10.5
11.0
11.5
12.0
12.5
13.0
13.5
14.0
14.5
15.0
15.5
16.0
16.5
17.0
17.5
18.0
18.5
19.0
19.5
20.0
20.5
21.0
21.5
22.0
22.5
23.0
23.5
24.0
24.5
25.0
25.5
26.0
26.5
27.0
27.5
28.0
28.5
29.0
29.5
30.0
30.5
31.0
31.5
32.0
32.5
33.0
33.5
34.0
34.5
35.0
35.5
36.0
36.5
37.0
37.5
38.0
38.5
39.0
39.5
40.0
40.5
41.0
41.5
42.0
42.5
43.0
43.5
44.0
44.5
45.0
45.5
46.0
46.5
47.0
47.5
48.0
48.5
49.0
49.5
50.0
50.5
51.0
51.5
52.0
52.5
53.0
53.5
Proving ring Vertical d ial Shear d isp
(u nits)
(units)
(mm)
0.0
0.000
0.0
0.0
0.000
0.1
9.0
-0.002
0.2
34.0
-0.004
0.2
47.0
-0.011
0.3
64.0
-0.015
0.3
84.0
-0.031
0.4
105.0
-0.043
0.4
121.0
-0.058
0.5
138.0
-0.074
0.5
153.0
-0.087
0.6
170.0
-0.102
0.7
182.0
-0.111
0.7
196.0
-0.122
0.8
208.0
-0.131
0.9
220.0
-0.139
0.9
230.0
-0.148
1.0
240.0
-0.152
1.1
249.0
-0.159
1.1
259.0
-0.166
1.2
270.0
-0.169
1.3
281.0
-0.171
1.4
292.0
-0.174
1.4
301.0
-0.176
1.5
314.0
-0.177
1.6
321.0
-0.182
1.6
331.0
-0.184
1.7
340.0
-0.187
1.8
348.0
-0.187
1.9
356.0
-0.187
1.9
363.0
-0.187
2.0
371.0
-0.187
2.1
375.0
-0.188
2.2
382.0
-0.192
2.3
393.0
-0.193
2.3
400.0
-0.193
2.4
408.0
-0.188
2.5
412.0
-0.184
2.6
418.0
-0.181
2.6
423.0
-0.178
2.7
427.0
-0.173
2.8
431.0
-0.168
2.9
432.0
-0.161
3.0
436.0
-0.155
3.1
439.0
-0.150
3.1
440.0
-0.146
3.2
440.0
-0.145
3.3
441.0
-0.140
3.4
441.0
-0.135
3.5
442.0
-0.129
3.6
442.0
-0.125
3.7
443.0
-0.121
3.8
443.0
-0.115
3.9
443.0
-0.113
4.0
443.0
-0.110
4.1
443.0
-0.108
4.1
443.0
-0.106
4.2
443.0
-0.105
4.3
442.0
-0.106
4.4
442.0
-0.106
4.5
443.0
-0.105
4.6
443.0
-0.103
4.7
443.0
-0.101
4.8
444.0
-0.097
4.9
444.0
-0.096
5.0
444.0
-0.090
5.1
444.0
-0.089
5.2
445.0
-0.089
5.2
445.0
-0.089
5.3
445.0
-0.088
5.4
444.0
-0.088
5.5
443.0
-0.091
5.6
444.0
-0.091
5.7
444.0
-0.091
5.8
444.0
-0.091
5.9
444.0
-0.091
6.0
444.0
-0.090
6.1
437.0
-0.092
6.2
437.0
-0.094
6.3
438.0
-0.095
6.4
438.0
-0.095
6.4
439.0
-0.095
6.5
439.0
-0.095
6.6
439.0
-0.095
6.7
439.0
-0.091
6.8
439.0
-0.088
6.9
439.0
-0.084
7.0
439.0
-0.082
7.1
439.0
-0.079
7.2
438.0
-0.076
7.3
438.0
-0.074
7.4
438.0
-0.071
7.5
438.0
-0.070
7.5
434.0
-0.067
7.6
429.0
-0.067
7.7
431.0
-0.067
7.8
431.0
-0.066
7.9
432.0
-0.063
8.0
434.0
-0.063
8.1
434.0
-0.061
8.2
434.0
-0.060
8.3
434.0
-0.061
8.4
433.0
-0.064
8.5
432.0
-0.065
8.6
433.0
-0.065
8.7
433.0
-0.065
8.7
437.0
-0.063
8.8
440.0
-0.062
8.9
Shear stress
(kPa)
0.0
0.0
2.1
7.9
10.9
14.9
19.5
24.4
28.1
32.1
35.6
39.5
42.3
45.6
48.4
51.1
53.5
55.8
57.9
60.2
62.8
65.3
67.9
70.0
73.0
74.6
77.0
79.0
80.9
82.8
84.4
86.3
87.2
88.8
91.4
93.0
94.9
95.8
97.2
98.3
99.3
100.2
100.4
101.4
102.1
102.3
102.3
102.5
102.5
102.8
102.8
103.0
103.0
103.0
103.0
103.0
103.0
103.0
102.8
102.8
103.0
103.0
103.0
103.2
103.2
103.2
103.2
103.5
103.5
103.5
103.2
103.0
103.2
103.2
103.2
103.2
103.2
101.6
101.6
101.8
101.8
102.1
102.1
102.1
102.1
102.1
102.1
102.1
102.1
101.8
101.8
101.8
101.8
100.9
99.7
100.2
100.2
100.4
100.9
100.9
100.9
100.9
100.7
100.4
100.7
100.7
101.6
102.3
Shear d isp Vertical d isp
(mm)
(m m)
0.0
0.000
0.1
0.000
0.2
-0.002
0.2
-0.004
0.3
-0.011
0.3
-0.015
0.4
-0.031
0.4
-0.043
0.5
-0.058
0.5
-0.074
0.6
-0.087
0.7
-0.102
0.7
-0.111
0.8
-0.122
0.9
-0.131
0.9
-0.139
1.0
-0.148
1.1
-0.152
1.1
-0.159
1.2
-0.166
1.3
-0.169
1.4
-0.171
1.4
-0.174
1.5
-0.176
1.6
-0.177
1.6
-0.182
1.7
-0.184
1.8
-0.187
1.9
-0.187
1.9
-0.187
2.0
-0.187
2.1
-0.187
2.2
-0.188
2.3
-0.192
2.3
-0.193
2.4
-0.193
2.5
-0.188
2.6
-0.184
2.6
-0.181
2.7
-0.178
2.8
-0.173
2.9
-0.168
3.0
-0.161
3.1
-0.155
3.1
-0.150
3.2
-0.146
3.3
-0.145
3.4
-0.140
3.5
-0.135
3.6
-0.129
3.7
-0.125
3.8
-0.121
3.9
-0.115
4.0
-0.113
4.1
-0.110
4.1
-0.108
4.2
-0.106
4.3
-0.105
4.4
-0.106
4.5
-0.106
4.6
-0.105
4.7
-0.103
4.8
-0.101
4.9
-0.097
5.0
-0.096
5.1
-0.090
5.2
-0.089
5.2
-0.089
5.3
-0.089
5.4
-0.088
5.5
-0.088
5.6
-0.091
5.7
-0.091
5.8
-0.091
5.9
-0.091
6.0
-0.091
6.1
-0.090
6.2
-0.092
6.3
-0.094
6.4
-0.095
6.4
-0.095
6.5
-0.095
6.6
-0.095
6.7
-0.095
6.8
-0.091
6.9
-0.088
7.0
-0.084
7.1
-0.082
7.2
-0.079
7.3
-0.076
7.4
-0.074
7.5
-0.071
7.5
-0.070
7.6
-0.067
7.7
-0.067
7.8
-0.067
7.9
-0.066
8.0
-0.063
8.1
-0.063
8.2
-0.061
8.3
-0.060
8.4
-0.061
8.5
-0.064
8.6
-0.065
8.7
-0.065
8.7
-0.065
8.8
-0.063
8.9
-0.062
APPENDIX P
Block and ash flow: calculation of cohesion and friction angle
Cohesion and friction angle calculations
Constants and equations used to calculate c and ø are as follows:
Weight of hanger = 4.5 kg
Sample diameter = 60 mm
Proving ring number = 5736
Proving ring calibration constant = 0.7363 N/division
Dial gauge calibration constant = 0.002 mm/division
Gearing = A:54/36
Shearing rate = 0.183 mm/min
Vertical dial gauge calibration constant = 0.01 mm/division
Normal stress (Pa) = normal load (kg) x gravity (ms
2
area of sample (m )
Shear stress (Pa) =
-2
)
proving ring constant x calibration constant
area of sample (m2 )
Screw-jack displacement (mm) = time (min) x loading rate (mm/min)
Proving ring displacement (mm) = proving ring reading x dial gauge calibration constant
Shear displacement (mm) = screw-jack displacement - proving ring displacement
Normal
load (kg)
Core 1
Core 2
Core 5
Core 3
Core 4
Core 6
Core 7
Core 8
14.5
24.5
29.5
34.5
39.5
44.5
39.5
34.5
Area of
sample
Normal stress
(kPa)
Normal stress (Pa)
0.003167
0.003167
0.003167
0.003167
0.003167
0.003167
0.003167
0.003167
44915.86
75892.31
91380.53
106868.76
122356.99
137845.21
122356.99
106868.76
Peak shear
stress
44.92
75.89
91.38
106.87
122.36
137.85
122.36
106.87
41.6
68.8
80.4
83
124.8
130
103.5
97.2
Normal stress vs. shear stress: Block and ash flow
y = 0.9049x
R2 = 0.9208
140
Peak shear stress (kpa)
120
100
80
60
40
20
0
0.00
20.00
40.00
60.00
80.00
100.00
Normal stress (kPa)
120.00
140.00
160.00
APPENDIX P
Matahina Ignimbrite direct shear test data
(Shaded cell for each direct shear test indicates peak shear stress).
Direct shear (Matahina Ignimbrite: core 2)
Direct shear (Matahina Ignimbrite: core 1)
Waypoint: 113 RMD: 20_08_01 ; Soil field description: 20_08_01
Scanline: N/A
Sample: 20_08_01 Lithotechnical unit: Matahina Ignimbrite Normal load: 9.5 kg
1
Gearing ratio: 54/36 = 0.183 mm minTime
(mins)
0.0
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
5.5
6.0
6.5
7.0
7.5
8.0
8.5
9.0
9.5
10.0
10.5
11.0
11.5
12.0
12.5
13.0
13.5
14.0
14.5
15.0
15.5
16.0
16.5
17.0
17.5
18.0
18.5
19.0
19.5
20.0
20.5
21.0
21.5
22.0
22.5
23.0
23.5
24.0
24.5
25.0
25.5
26.0
26.5
27.0
27.5
28.0
28.5
29.0
29.5
30.0
30.5
31.0
31.5
32.0
32.5
33.0
33.5
34.0
34.5
35.0
35.5
36.0
36.5
37.0
37.5
38.0
38.5
39.0
39.5
40.0
40.5
41.0
41.5
42.0
42.5
43.0
43.5
44.0
Proving ring Vertical dial Shear d isp Shear stress
(units)
(units)
(mm)
(kPa)
0.0
0.000
0.0
0.0
0.0
-0.007
0.1
0.0
17.0
-0.017
0.1
4.0
22.0
-0.019
0.2
5.1
24.5
-0.019
0.3
5.7
27.0
-0.019
0.4
6.3
30.0
-0.019
0.5
7.0
34.0
-0.019
0.6
7.9
35.0
-0.019
0.7
8.1
40.0
-0.019
0.7
9.3
43.5
-0.019
0.8
10.1
46.0
-0.019
0.9
10.7
50.0
-0.020
1.0
11.6
51.0
-0.027
1.1
11.9
52.0
-0.038
1.2
12.1
54.0
1.3
12.6
-0.047
57.0
-0.057
1.4
13.3
58.0
-0.064
1.4
13.5
60.0
-0.071
1.5
13.9
62.0
-0.075
1.6
14.4
65.0
-0.085
1.7
15.1
67.0
-0.091
1.8
15.6
68.5
-0.098
1.9
15.9
70.0
-0.103
2.0
16.3
71.0
-0.108
2.1
16.5
73.0
-0.114
2.1
17.0
75.0
-0.117
2.2
17.4
76.0
-0.119
2.3
17.7
77.0
-0.122
2.4
17.9
78.5
-0.123
2.5
18.3
80.0
-0.127
2.6
18.6
84.0
-0.130
2.7
19.5
85.0
2.8
19.8
-0.132
87.0
-0.132
2.8
20.2
87.0
-0.138
2.9
20.2
89.0
-0.138
3.0
20.7
90.5
-0.138
3.1
21.0
92.0
-0.138
3.2
21.4
92.0
-0.138
3.3
21.4
93.0
-0.138
3.4
21.6
95.0
-0.136
3.5
22.1
96.0
-0.134
3.6
22.3
97.0
-0.132
3.6
22.6
97.0
-0.129
3.7
22.6
98.0
-0.126
3.8
22.8
99.0
-0.124
3.9
23.0
99.5
-0.122
4.0
23.1
100.0
-0.120
4.1
23.2
100.0
-0.118
4.2
23.2
100.0
-0.116
4.3
23.2
100.0
-0.114
4.4
23.2
100.5
-0.111
4.5
23.4
100.5
-0.109
4.6
23.4
100.5
-0.107
4.6
23.4
100.5
-0.104
4.7
23.4
100.5
-0.101
4.8
23.4
101.0
-0.098
4.9
23.5
101.0
-0.096
5.0
23.5
101.0
-0.096
5.1
23.5
101.0
-0.094
5.2
23.5
101.0
-0.090
5.3
23.5
101.0
-0.089
5.4
23.5
101.0
-0.088
5.5
23.5
101.0
-0.085
5.6
23.5
101.0
-0.083
5.7
23.5
101.0
-0.080
5.7
23.5
101.0
-0.078
5.8
23.5
101.0
-0.075
5.9
23.5
101.0
-0.073
6.0
23.5
101.0
-0.070
6.1
23.5
101.0
-0.069
6.2
23.5
101.0
-0.069
6.3
23.5
101.0
-0.064
6.4
23.5
101.0
-0.064
6.5
23.5
101.0
-0.064
6.6
23.5
101.0
-0.064
6.7
23.5
101.0
-0.061
6.8
23.5
101.0
-0.060
6.8
23.5
101.0
-0.059
6.9
23.5
101.0
-0.059
7.0
23.5
101.0
-0.059
7.1
23.5
101.0
-0.059
7.2
23.5
101.0
-0.059
7.3
23.5
101.0
-0.059
7.4
23.5
101.0
-0.059
7.5
23.5
99.0
-0.061
7.6
23.0
99.5
-0.061
7.7
23.1
100.0
-0.061
7.8
23.2
101.0
-0.060
7.9
23.5
Shear disp Vertical disp
(mm)
(mm)
0.0
0.000
0.1
-0.007
0.1
-0.017
0.2
-0.019
0.3
-0.019
0.4
-0.019
0.5
-0.019
0.6
-0.019
0.7
-0.019
0.7
-0.019
0.8
-0.019
0.9
-0.019
1.0
-0.020
1.1
-0.027
1.2
-0.038
1.3
-0.047
1.4
-0.057
1.4
-0.064
1.5
-0.071
1.6
-0.075
1.7
-0.085
1.8
-0.091
1.9
-0.098
2.0
-0.103
2.1
-0.108
2.1
-0.114
2.2
-0.117
2.3
-0.119
2.4
-0.122
2.5
-0.123
2.6
-0.127
2.7
-0.130
2.8
-0.132
2.8
-0.132
2.9
-0.138
3.0
-0.138
3.1
-0.138
3.2
-0.138
3.3
-0.138
3.4
-0.138
3.5
-0.136
3.6
-0.134
3.6
-0.132
3.7
-0.129
3.8
-0.126
3.9
-0.124
4.0
-0.122
4.1
-0.120
4.2
-0.118
4.3
-0.116
4.4
-0.114
4.5
-0.111
4.6
-0.109
4.6
-0.107
4.7
-0.104
4.8
-0.101
4.9
-0.098
5.0
-0.096
5.1
-0.094
5.2
-0.090
5.3
-0.089
5.4
-0.088
5.5
-0.088
5.6
-0.085
5.7
-0.083
5.7
-0.080
5.8
-0.078
5.9
-0.075
6.0
-0.073
6.1
-0.070
6.2
-0.069
6.3
-0.069
6.4
-0.064
6.5
-0.064
6.6
-0.064
6.7
-0.064
6.8
-0.061
6.8
-0.060
6.9
-0.059
7.0
-0.059
7.1
-0.059
7.2
-0.059
7.3
-0.059
7.4
-0.059
7.5
-0.059
7.6
-0.061
7.7
-0.061
7.8
-0.061
7.9
-0.060
Waypoint: 113
RMD: 20_08_01 ; Soil field description: 20_08_01
Scanline: N/A
Sample: 20_08_01
Lithotechnical unit: Matahina Ignimbrite
1
Normal load: 14.5 kg
Gearing ratio: 54/36 = 0.183 mm minTim e Proving ringVertical d ialShear d isp Shear stress Shear d ispVertical d isp
(m ins)
(u nits)
(u nits)
(m m )
(kPa)
(m m )
(m m )
0.0
0.0
0.0
0.0
0.0
0.000
0
0.5
24.0
-0.007
0.0
5.6
0.0
-0.007
1.0
35.0
-0.013
0.1
8.1
0.1
-0.013
1.5
43.0
-0.018
0.2
10.0
0.2
-0.018
2.0
49.0
-0.023
0.3
11.4
0.3
-0.023
2.5
55.0
-0.029
0.3
12.8
0.3
-0.029
3.0
60.0
-0.038
0.4
13.9
0.4
-0.038
3.5
64.0
-0.047
0.5
14.9
0.5
-0.047
4.0
69.0
-0.055
0.6
16.0
0.6
-0.055
4.5
72.0
-0.063
0.7
16.7
0.7
-0.063
5.0
76.0
-0.073
0.8
17.7
0.8
-0.073
5.5
81.0
-0.081
0.8
18.8
0.8
-0.081
6.0
84.0
-0.087
0.9
19.5
0.9
-0.087
6.5
89.0
-0.092
1.0
20.7
1.0
-0.092
7.0
92.0
-0.097
1.1
21.4
1.1
-0.097
7.5
96.0
1.2
22.3
1.2
-0.101
-0.101
8.0
100.0
-0.105
1.3
23.2
1.3
-0.105
8.5
102.0
-0.109
1.4
23.7
1.4
-0.109
9.0
106.0
-0.110
1.4
24.6
1.4
-0.110
9.5
110.0
-0.112
1.5
25.6
1.5
-0.112
10.0
112.5
-0.112
1.6
26.2
1.6
-0.112
10.5
115.0
-0.112
1.7
26.7
1.7
-0.112
11.0
117.0
-0.112
1.8
27.2
1.8
-0.112
11.5
120.0
-0.112
1.9
27.9
1.9
-0.112
12.0
122.0
-0.112
2.0
28.4
2.0
-0.112
12.5
125.0
-0.108
2.0
29.1
2.0
-0.108
13.0
127.0
-0.106
2.1
29.5
2.1
-0.106
13.5
129.0
-0.102
2.2
30.0
2.2
-0.102
14.0
131.0
-0.099
2.3
30.5
2.3
-0.099
14.5
133.0
-0.094
2.4
30.9
2.4
-0.094
15.0
134.0
-0.089
2.5
31.2
2.5
-0.089
15.5
136.0
-0.084
2.6
31.6
2.6
-0.084
16.0
136.0
2.7
31.6
2.7
-0.078
-0.078
16.5
138.0
-0.073
2.7
32.1
2.7
-0.073
17.0
140.0
-0.067
2.8
32.5
2.8
-0.067
17.5
140.0
-0.062
2.9
32.5
2.9
-0.062
18.0
142.0
-0.056
3.0
33.0
3.0
-0.056
18.5
143.0
-0.051
3.1
33.2
3.1
-0.051
19.0
144.0
-0.045
3.2
33.5
3.2
-0.045
19.5
144.0
-0.040
3.3
33.5
3.3
-0.040
20.0
144.0
-0.035
3.4
33.5
3.4
-0.035
20.5
145.0
-0.029
3.5
33.7
3.5
-0.029
21.0
145.0
-0.024
3.6
33.7
3.6
-0.024
21.5
145.0
-0.018
3.6
33.7
3.6
-0.018
22.0
145.0
-0.015
3.7
33.7
3.7
-0.015
22.5
145.0
-0.010
3.8
33.7
3.8
-0.010
23.0
145.0
-0.009
3.9
33.7
3.9
-0.009
23.5
147.0
-0.006
4.0
34.2
4.0
-0.006
24.0
149.0
-0.003
4.1
34.6
4.1
-0.003
24.5
150.0
-0.003
4.2
34.9
4.2
-0.003
25.0
150.0
-0.002
4.3
34.9
4.3
-0.002
25.5
152.0
-0.002
4.4
35.3
4.4
-0.002
26.0
153.0
0.000
4.5
35.6
4.5
0.000
26.5
153.0
0.000
4.5
35.6
4.5
0.000
27.0
155.0
0.001
4.6
36.0
4.6
0.001
27.5
156.0
0.009
4.7
36.3
4.7
0.009
28.0
159.0
0.009
4.8
37.0
4.8
0.009
28.5
160.0
0.003
4.9
37.2
4.9
0.003
29.0
160.0
0.002
5.0
37.2
5.0
0.002
29.5
162.0
0.002
5.1
37.7
5.1
0.002
30.0
162.0
0.004
5.2
37.7
5.2
0.004
30.5
164.0
0.008
5.3
38.1
5.3
0.008
31.0
164.0
0.009
5.3
38.1
5.3
0.009
31.5
165.0
0.011
5.4
38.4
5.4
0.011
32.0
166.0
0.013
5.5
38.6
5.5
0.013
32.5
167.0
0.017
5.6
38.8
5.6
0.017
33.0
167.0
0.020
5.7
38.8
5.7
0.020
33.5
168.0
0.022
5.8
39.1
5.8
0.022
34.0
169.0
0.026
5.9
39.3
5.9
0.026
34.5
170.0
0.028
6.0
39.5
6.0
0.028
35.0
171.0
0.030
6.1
39.8
6.1
0.030
35.5
172.0
0.030
6.2
40.0
6.2
0.030
36.0
174.0
0.033
6.2
40.5
6.2
0.033
36.5
175.0
0.036
6.3
40.7
6.3
0.036
37.0
175.0
0.036
6.4
40.7
6.4
0.036
37.5
175.0
0.041
6.5
40.7
6.5
0.041
38.0
176.0
0.043
6.6
40.9
6.6
0.043
38.5
177.0
0.046
6.7
41.2
6.7
0.046
39.0
178.0
0.047
6.8
41.4
6.8
0.047
39.5
178.0
0.046
6.9
41.4
6.9
0.046
40.0
179.0
0.046
7.0
41.6
7.0
0.046
40.5
180.0
0.046
7.1
41.8
7.1
0.046
41.0
181.0
0.047
7.1
42.1
7.1
0.047
41.5
182.0
0.049
7.2
42.3
7.2
0.049
42.0
183.0
0.051
7.3
42.5
7.3
0.051
42.5
183.0
0.052
7.4
42.5
7.4
0.052
43.0
185.0
0.056
7.5
43.0
7.5
0.056
43.5
186.0
0.057
7.6
43.2
7.6
0.057
44.0
186.0
0.059
7.7
43.2
7.7
0.059
44.5
187.0
0.060
7.8
43.5
7.8
0.060
45.0
187.0
0.060
7.9
43.5
7.9
0.060
45.5
187.0
0.062
8.0
43.5
8.0
0.062
46.0
188.0
0.062
8.0
43.7
8.0
0.062
46.5
188.0
0.063
8.1
43.7
8.1
0.063
47.0
189.0
0.063
8.2
8.2
0.063
43.9
APPENDIX P
Direct shear (Matahina Ignimbrite: core 3)
Direct shear (Matahina Ignimbrite: core 4)
Waypoint: 113
RMD: 20_08_01 ; Soil field description: 20_08_01
Scanline: N/A
Sample: 20_08_01
Lithotechnical unit: Matahina Ignimbrite
1
Normal load: 19.5 kg
Gearing ratio: 54/36 = 0.183 mm min-
Waypoint: 113 RMD: 20_08_01 ; Soil field description: 20_08_01
Scanline: N/A Sample: 20_08_01
1
Lithotechnical unit: Matahina Ignimbrite Normal load: 24.5 kg Gearing ratio: 54/36 = 0.183 mm min-
Tim e Proving ringVertical d ialShear d isp Shear stress Shear d ispVertical d isp
(m ins)
(u nits)
(u nits)
(m m )
(kPa)
(m m )
(m m )
0.0
0.0
0.000
0.0
0.0
0.0
0.000
0.5
0.0
0.000
0.1
0.0
0.1
0.000
1.0
0.0
0.000
0.2
0.0
0.2
0.000
1.5
8.0
-0.001
0.3
1.9
0.3
-0.001
2.0
36.0
-0.002
0.3
8.4
0.3
-0.002
2.5
45.0
-0.002
0.4
10.5
0.4
-0.002
3.0
59.0
-0.003
0.4
13.7
0.4
-0.003
3.5
73.0
-0.007
0.5
17.0
0.5
-0.007
4.0
85.0
-0.013
0.6
19.8
0.6
-0.013
4.5
96.0
-0.019
0.6
22.3
0.6
-0.019
5.0
106.0
-0.025
0.7
24.6
0.7
-0.025
5.5
115.0
-0.031
0.8
26.7
0.8
-0.031
6.0
123.0
-0.037
0.9
28.6
0.9
-0.037
6.5
131.0
-0.043
0.9
30.5
0.9
-0.043
7.0
137.0
-0.047
1.0
31.9
1.0
-0.047
7.5
145.0
-0.052
1.1
33.7
1.1
-0.052
8.0
152.0
-0.058
1.2
35.3
1.2
-0.058
8.5
155.0
-0.060
1.2
36.0
1.2
-0.060
9.0
159.0
-0.063
1.3
37.0
1.3
-0.063
9.5
165.0
-0.067
1.4
38.4
1.4
-0.067
10.0
173.0
-0.073
1.5
40.2
1.5
-0.073
10.5
180.0
-0.077
1.6
41.8
1.6
-0.077
11.0
186.0
-0.080
1.6
43.2
1.6
-0.080
11.5
192.0
-0.082
1.7
44.6
1.7
-0.082
12.0
197.0
-0.086
1.8
45.8
1.8
-0.086
12.5
204.0
-0.087
1.9
47.4
1.9
-0.087
13.0
209.0
-0.089
2.0
48.6
2.0
-0.089
13.5
214.0
-0.090
2.0
49.8
2.0
-0.090
14.0
219.0
-0.090
2.1
50.9
2.1
-0.090
14.5
225.0
-0.090
2.2
52.3
2.2
-0.090
15.0
228.0
-0.090
2.3
53.0
2.3
-0.090
15.5
232.0
-0.090
2.4
53.9
2.4
-0.090
16.0
238.0
-0.090
2.5
55.3
2.5
-0.090
16.5
242.0
-0.089
2.5
56.3
2.5
-0.089
17.0
247.0
-0.086
2.6
57.4
2.6
-0.086
17.5
250.0
-0.082
2.7
58.1
2.7
-0.082
18.0
253.0
-0.075
2.8
58.8
2.8
-0.075
18.5
255.0
-0.069
2.9
59.3
2.9
-0.069
19.0
258.0
-0.063
3.0
60.0
3.0
-0.063
19.5
260.0
-0.055
3.0
60.4
3.0
-0.055
20.0
260.0
-0.049
3.1
60.4
3.1
-0.049
20.5
262.0
-0.040
3.2
60.9
3.2
-0.040
21.0
263.0
-0.032
3.3
61.1
3.3
-0.032
21.5
264.0
-0.032
3.4
61.4
3.4
-0.032
22.0
264.0
-0.015
3.5
61.4
3.5
-0.015
22.5
265.0
-0.007
3.6
3.6
-0.007
61.6
23.0
265.0
-0.003
3.7
61.6
3.7
-0.003
23.5
265.0
0.010
3.8
61.6
3.8
0.010
24.0
265.0
0.021
3.9
61.6
3.9
0.021
24.5
264.0
0.027
4.0
61.4
4.0
0.027
25.0
264.0
0.036
4.0
61.4
4.0
0.036
25.5
264.0
0.044
4.1
61.4
4.1
0.044
26.0
264.0
0.051
4.2
61.4
4.2
0.051
26.5
264.0
0.059
4.3
61.4
4.3
0.059
27.0
264.0
0.064
4.4
61.4
4.4
0.064
27.5
262.0
0.072
4.5
60.9
4.5
0.072
28.0
259.0
0.076
4.6
60.2
4.6
0.076
28.5
258.0
0.084
4.7
60.0
4.7
0.084
29.0
258.0
0.087
4.8
60.0
4.8
0.087
29.5
258.0
0.092
4.9
60.0
4.9
0.092
30.0
258.0
0.096
5.0
60.0
5.0
0.096
30.5
258.0
0.100
5.1
60.0
5.1
0.100
31.0
258.0
0.105
5.2
60.0
5.2
0.105
31.5
258.0
0.102
5.2
60.0
5.2
0.102
32.0
258.0
0.108
5.3
60.0
5.3
0.108
32.5
258.0
0.112
5.4
60.0
5.4
0.112
33.0
258.0
0.117
5.5
60.0
5.5
0.117
33.5
258.0
0.122
5.6
60.0
5.6
0.122
34.0
258.0
0.128
5.7
60.0
5.7
0.128
34.5
258.0
0.134
5.8
60.0
5.8
0.134
35.0
258.0
0.139
5.9
60.0
5.9
0.139
35.5
258.0
0.146
6.0
60.0
6.0
0.146
36.0
256.0
0.151
6.1
59.5
6.1
0.151
36.5
255.0
0.158
6.2
59.3
6.2
0.158
37.0
252.0
0.163
6.3
58.6
6.3
0.163
37.5
252.0
0.171
6.4
58.6
6.4
0.171
38.0
250.0
0.174
6.5
58.1
6.5
0.174
38.5
250.0
0.176
6.5
58.1
6.5
0.176
39.0
249.0
0.179
6.6
57.9
6.6
0.179
39.5
247.0
0.181
6.7
57.4
6.7
0.181
40.0
246.0
0.187
6.8
57.2
6.8
0.187
40.5
245.0
0.189
6.9
57.0
6.9
0.189
41.0
245.0
0.194
7.0
57.0
7.0
0.194
41.5
242.0
0.196
7.1
56.3
7.1
0.196
42.0
241.0
0.200
7.2
56.0
7.2
0.200
42.5
240.0
0.203
7.3
55.8
7.3
0.203
43.0
240.0
0.208
7.4
55.8
7.4
0.208
43.5
240.0
0.212
7.5
55.8
7.5
0.212
44.0
238.0
0.215
7.6
55.3
7.6
0.215
44.5
236.0
0.220
7.7
54.9
7.7
0.220
45.0
236.0
0.221
7.8
54.9
7.8
0.221
45.5
236.0
0.225
7.9
54.9
7.9
0.225
Time
(mins)
0.0
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
5.5
6.0
6.5
7.0
7.5
8.0
8.5
9.0
9.5
10.0
10.5
11.0
11.5
12.0
12.5
13.0
13.5
14.0
14.5
15.0
15.5
16.0
16.5
17.0
17.5
18.0
18.5
19.0
19.5
20.0
20.5
21.0
21.5
22.0
22.5
23.0
23.5
24.0
24.5
25.0
25.5
26.0
26.5
27.0
27.5
28.0
28.5
29.0
29.5
30.0
30.5
31.0
31.5
32.0
32.5
33.0
33.5
34.0
34.5
35.0
35.5
36.0
36.5
37.0
37.5
38.0
38.5
39.0
39.5
40.0
40.5
41.0
41.5
42.0
42.5
43.0
43.5
44.0
44.5
Proving ring
(units)
0.0
15.0
34.0
45.0
56.0
68.0
82.0
92.0
101.0
111.0
121.0
129.0
137.0
145.0
154.0
163.0
169.0
178.0
185.0
192.0
196.0
202.0
210.0
215.0
220.0
223.0
228.0
230.0
230.0
238.0
241.0
244.0
244.0
249.0
250.0
252.0
253.0
255.0
256.0
257.0
258.0
258.5
259.0
260.0
260.0
261.0
261.0
261.5
262.0
262.0
262.0
262.0
262.0
262.5
264.0
266.0
269.0
271.0
272.0
273.0
275.0
276.0
278.0
279.0
279.0
280.0
280.0
281.0
282.0
282.0
282.5
283.0
283.0
284.0
284.0
284.0
284.0
285.0
285.0
285.0
285.0
285.0
285.0
285.0
285.0
285.0
285.0
284.0
285.0
285.0
Vertical dial
(units)
0.000
-0.004
-0.017
-0.029
-0.042
-0.055
-0.070
-0.083
-0.098
-0.111
-0.123
-0.136
-0.148
-0.161
-0.169
-0.177
-0.183
-0.191
-0.198
-0.203
-0.208
-0.211
-0.213
-0.215
-0.216
-0.217
-0.217
-0.217
-0.217
-0.217
-0.216
-0.214
-0.213
-0.209
-0.208
-0.205
-0.203
-0.200
-0.198
-0.198
-0.196
-0.195
-0.194
-0.193
-0.193
-0.192
-0.192
-0.191
-0.190
-0.189
-0.189
-0.189
-0.189
-0.189
-0.191
-0.193
-0.193
-0.195
-0.195
-0.195
-0.196
-0.196
-0.196
-0.199
-0.200
-0.200
-0.200
-0.200
-0.199
-0.199
-0.198
-0.197
-0.197
-0.195
-0.193
-0.193
-0.191
-0.190
-0.188
-0.187
-0.185
-0.182
-0.181
-0.178
-0.175
-0.173
-0.172
-0.171
-0.168
-0.166
Shear disp
(mm)
0.0
0.1
0.1
0.2
0.3
0.3
0.4
0.5
0.5
0.6
0.7
0.7
0.8
0.9
1.0
1.0
1.1
1.2
1.3
1.4
1.4
1.5
1.6
1.7
1.8
1.8
1.9
2.0
2.1
2.2
2.3
2.3
2.4
2.5
2.6
2.7
2.8
2.9
3.0
3.1
3.1
3.2
3.3
3.4
3.5
3.6
3.7
3.8
3.9
4.0
4.1
4.1
4.2
4.3
4.4
4.5
4.6
4.7
4.8
4.9
4.9
5.0
5.1
5.2
5.3
5.4
5.5
5.6
5.7
5.7
5.8
5.9
6.0
6.1
6.2
6.3
6.4
6.5
6.6
6.7
6.8
6.8
6.9
7.0
7.1
7.2
7.3
7.4
7.5
7.6
Shear stress
(kPa)
0.0
3.5
7.9
10.5
13.0
15.8
19.1
21.4
23.5
25.8
28.1
30.0
31.9
33.7
35.8
37.9
39.3
41.4
43.0
44.6
45.6
47.0
48.8
50.0
51.1
51.8
53.0
53.5
53.5
55.3
56.0
56.7
56.7
57.9
58.1
58.6
58.8
59.3
59.5
59.8
60.0
60.1
60.2
60.4
60.4
60.7
60.7
60.8
60.9
60.9
60.9
60.9
60.9
61.0
61.4
61.8
62.5
63.0
63.2
63.5
63.9
64.2
64.6
64.9
64.9
65.1
65.1
65.3
65.6
65.6
65.7
65.8
65.8
66.0
66.0
66.0
66.0
66.3
66.3
66.3
66.3
66.3
66.3
66.3
66.3
66.3
66.3
66.0
66.3
66.3
Shear disp
(mm)
0.0
0.1
0.1
0.2
0.3
0.3
0.4
0.5
0.5
0.6
0.7
0.7
0.8
0.9
1.0
1.0
1.1
1.2
1.3
1.4
1.4
1.5
1.6
1.7
1.8
1.8
1.9
2.0
2.1
2.2
2.3
2.3
2.4
2.5
2.6
2.7
2.8
2.9
3.0
3.1
3.1
3.2
3.3
3.4
3.5
3.6
3.7
3.8
3.9
4.0
4.1
4.1
4.2
4.3
4.4
4.5
4.6
4.7
4.8
4.9
4.9
5.0
5.1
5.2
5.3
5.4
5.5
5.6
5.7
5.7
5.8
5.9
6.0
6.1
6.2
6.3
6.4
6.5
6.6
6.7
6.8
6.8
6.9
7.0
7.1
7.2
7.3
7.4
7.5
7.6
Vertical disp
(mm)
0.000
-0.004
-0.017
-0.029
-0.042
-0.055
-0.070
-0.083
-0.098
-0.111
-0.123
-0.136
-0.148
-0.161
-0.169
-0.177
-0.183
-0.191
-0.198
-0.203
-0.208
-0.211
-0.213
-0.215
-0.216
-0.217
-0.217
-0.217
-0.217
-0.217
-0.216
-0.214
-0.213
-0.209
-0.208
-0.205
-0.203
-0.200
-0.198
-0.198
-0.196
-0.195
-0.194
-0.193
-0.193
-0.192
-0.192
-0.191
-0.190
-0.189
-0.189
-0.189
-0.189
-0.189
-0.191
-0.193
-0.193
-0.195
-0.195
-0.195
-0.196
-0.196
-0.196
-0.199
-0.200
-0.200
-0.200
-0.200
-0.199
-0.199
-0.198
-0.197
-0.197
-0.195
-0.193
-0.193
-0.191
-0.190
-0.188
-0.187
-0.185
-0.182
-0.181
-0.178
-0.175
-0.173
-0.172
-0.171
-0.168
-0.166
APPENDIX P
Direct shear (Matahina Ignimbrite: core 5)
Waypoint: 113
RMD: 20_08_01 ; Soil field description: 20_08_01
Scanline: N/A
Sample: 20_08_01
Lithotechnical unit: Matahina Ignimbrite
1
Normal load: 29.5 kg
Gearing ratio: 54/36 = 0.183 mm minTim e Proving ringVertical d ialShear d isp Shear stress Shear d ispVertical d isp
(mins)
(u nits)
(u nits)
(m m)
(kPa)
(m m )
(m m)
0.0
0.0
0.000
0.0
0.0
0.0
0.000
0.5
10.0
-0.004
0.1
2.3
0.1
-0.004
1.0
31.0
-0.010
0.1
7.2
0.1
-0.010
1.5
45.0
-0.025
0.2
10.5
0.2
-0.025
2.0
60.0
-0.035
0.2
13.9
0.2
-0.035
2.5
77.0
-0.049
0.3
17.9
0.3
-0.049
3.0
93.0
-0.068
0.4
21.6
0.4
-0.068
3.5
107.0
-0.090
0.4
24.9
0.4
-0.090
4.0
118.0
-0.112
0.5
27.4
0.5
-0.112
4.5
127.0
-0.130
0.6
29.5
0.6
-0.130
5.0
139.0
-0.149
0.6
32.3
0.6
-0.149
5.5
149.0
-0.169
0.7
34.6
0.7
-0.169
6.0
161.0
-0.186
0.8
37.4
0.8
-0.186
6.5
170.0
-0.201
0.8
39.5
0.8
-0.201
7.0
177.0
-0.215
0.9
41.2
0.9
-0.215
7.5
191.0
-0.233
1.0
44.4
1.0
-0.233
8.0
199.0
-0.244
1.1
46.3
1.1
-0.244
8.5
209.0
-0.256
1.1
48.6
1.1
-0.256
9.0
219.0
-0.272
1.2
50.9
1.2
-0.272
9.5
228.0
-0.282
1.3
53.0
1.3
-0.282
10.0
236.0
-0.291
1.4
54.9
1.4
-0.291
10.5
246.0
-0.299
1.4
57.2
1.4
-0.299
11.0
255.0
-0.307
1.5
59.3
1.5
-0.307
11.5
262.0
-0.313
1.6
60.9
1.6
-0.313
12.0
271.0
-0.319
1.7
63.0
1.7
-0.319
12.5
279.0
-0.324
1.7
64.9
1.7
-0.324
13.0
288.0
-0.328
1.8
67.0
1.8
-0.328
13.5
294.0
-0.332
1.9
68.4
1.9
-0.332
14.0
303.0
-0.335
2.0
70.4
2.0
-0.335
14.5
308.0
-0.335
2.0
71.6
2.0
-0.335
15.0
315.0
-0.338
2.1
73.2
2.1
-0.338
15.5
321.0
-0.339
2.2
74.6
2.2
-0.339
16.0
326.0
-0.339
2.3
75.8
2.3
-0.339
16.5
331.0
-0.339
2.4
77.0
2.4
-0.339
17.0
334.0
-0.339
2.4
77.7
2.4
-0.339
17.5
340.0
-0.337
2.5
79.0
2.5
-0.337
18.0
342.0
-0.336
2.6
79.5
2.6
-0.336
18.5
346.0
-0.333
2.7
80.4
2.7
-0.333
19.0
348.0
-0.330
2.8
80.9
2.8
-0.330
19.5
340.0
-0.326
2.9
79.0
2.9
-0.326
20.0
350.0
-0.321
3.0
3.0
-0.321
81.4
20.5
350.0
-0.319
3.1
81.4
3.1
-0.319
21.0
350.0
-0.315
3.1
81.4
3.1
-0.315
21.5
350.0
-0.312
3.2
81.4
3.2
-0.312
22.0
350.0
-0.307
3.3
81.4
3.3
-0.307
22.5
350.0
-0.306
3.4
81.4
3.4
-0.306
23.0
350.0
-0.302
3.5
81.4
3.5
-0.302
23.5
350.0
-0.300
3.6
81.4
3.6
-0.300
24.0
350.0
-0.299
3.7
81.4
3.7
-0.299
24.5
349.0
-0.295
3.8
81.1
3.8
-0.295
25.0
348.0
-0.295
3.9
80.9
3.9
-0.295
25.5
346.0
-0.295
4.0
80.4
4.0
-0.294
26.0
343.0
-0.294
4.1
79.7
4.1
-0.294
26.5
342.0
-0.294
4.2
79.5
4.2
-0.293
27.0
341.0
-0.293
4.3
79.3
4.3
-0.290
27.5
340.0
-0.290
4.4
79.0
4.4
-0.288
28.0
338.0
-0.288
4.4
78.6
4.4
-0.286
28.5
337.0
-0.286
4.5
78.3
4.5
-0.286
29.0
337.0
-0.283
4.6
78.3
4.6
-0.283
29.5
334.0
-0.282
4.7
77.7
4.7
-0.282
30.0
333.0
-0.278
4.8
77.4
4.8
-0.278
30.5
330.0
-0.275
4.9
76.7
4.9
-0.275
31.0
329.0
-0.272
5.0
76.5
5.0
-0.272
31.5
327.0
-0.268
5.1
76.0
5.1
-0.268
32.0
326.0
-0.266
5.2
75.8
5.2
-0.266
32.5
325.0
-0.263
5.3
75.6
5.3
-0.263
33.0
323.0
-0.261
5.4
75.1
5.4
-0.261
33.5
321.0
-0.258
5.5
74.6
5.5
-0.258
34.0
319.0
-0.258
5.6
74.2
5.6
-0.258
34.5
318.0
-0.255
5.7
73.9
5.7
-0.255
35.0
314.0
-0.253
5.8
73.0
5.8
-0.253
35.5
313.0
-0.253
5.9
72.8
5.9
-0.253
36.0
312.0
-0.250
6.0
72.5
6.0
-0.250
36.5
310.0
-0.249
6.1
72.1
6.1
-0.249
37.0
308.0
-0.247
6.2
71.6
6.2
-0.247
37.5
305.0
-0.247
6.3
70.9
6.3
-0.247
38.0
305.0
-0.246
6.3
70.9
6.3
-0.246
38.5
305.0
-0.246
6.4
70.9
6.4
-0.246
39.0
305.0
-0.245
6.5
70.9
6.5
-0.245
39.5
305.0
-0.245
6.6
70.9
6.6
-0.245
40.0
305.0
-0.244
6.7
70.9
6.7
-0.244
40.5
305.0
-0.243
6.8
70.9
6.8
-0.243
41.0
305.0
-0.242
6.9
70.9
6.9
-0.242
41.5
305.0
-0.241
7.0
70.9
7.0
-0.241
42.0
302.0
-0.239
7.1
70.2
7.1
-0.239
42.5
300.0
-0.239
7.2
69.7
7.2
-0.239
APPENDIX P
Matahina Ignimbrite: calculation of cohesion and friction angle
Cohesion and friction angle calculations
Constants and equations used to calculate c and ø are as follows:
Weight of hanger = 4.5 kg
Sample diameter = 60 mm
Proving ring number = 5736
Proving ring calibration constant = 0.7363 N/division
Dial gauge calibration constant = 0.002 mm/division
Gearing = A:54/36
Shearing rate = 0.183 mm/min
Vertical dial gauge calibration constant = 0.01 mm/division
Normal stress (Pa) = normal load (kg) x gravity (ms
2
area of sample (m )
Shear stress (Pa) =
-2
)
proving ring constant x calibration constant
area of sample (m2 )
Screw-jack displacement (mm) = time (min) x loading rate (mm/min)
Proving ring displacement (mm) = proving ring reading x dial gauge calibration constant
Shear displacement (mm) = screw-jack displacement - proving ring displacement
Normal
load (kg)
Core 1
Core 2
Core 3
Core 4
Core 5
Area of
sample
9.5
14.5
19.5
24.5
29.5
Normal
Normal
stress (Pa) stress
0.003167
0.003167
0.003167
0.003167
0.003167
29427.63
44915.86
60404.08
75892.31
91380.53
Peak
shear
29.43
44.92
60.40
75.89
91.38
23.5
43.9
61.6
66.3
81.4
Normal stress vs. shear stress: Matahina Ignimbrite
y = 0.8923x + 1.442
R2 = 0.9631
90
80
Peak shear stress (kPa)
70
60
50
40
30
20
10
0
0
10
20
30
40
50
Norm al stress (kPa)
60
70
80
90
100
APPENDIX Q: X/Y CO-ORDINATE PAIRS FOR EACH SLOPE
PROFILE
Slope profile 2
Slope surface
y
x
0
55
110
165
220
275
330
385
440
495
550
605
660
715
770
825
880
935
990
1045
1100
1155
1210
1265
1320
1375
1430
1485
1540
1595
1650
1705
1760
1815
1870
1925
1980
2035
2090
2145
2200
2255
2310
2365
2420
2475
2530
2585
Indurated andesite
x
y
65.4
60.71
60
65.7
67.36
75.54
80
84.46
99.79
110.47
121.36
137.68
156.51
180.9
198.4
230.62
272.22
308.26
346.03
384.14
431.87
470.94
496.91
532.7
563.74
602.9
645.02
681.15
706.93
717.79
743.08
760
751.64
740
740
747.99
740.01
727.53
695.36
667.59
632.2
604.46
570.55
553.86
525.98
501.26
475.3
440
220
275
330
385
440
495
550
578
605
660
715
770
825
880
880
935
990
1045
1100
1155
1210
1265
1320
1375
1430
1485
1540
1595
1650
1705
1980
2035
2090
2145
2200
2255
2310
2365
2420
2475
2530
2585
67.36
75.54
80
84.46
99.79
110.47
121.36
106
96
106.51
130.9
148.4
180.6
252.22
252.22
308.26
346.03
384.14
431.87
470.94
496.91
532.7
563.74
602.9
645.02
681.15
706.93
717.79
743.08
760
740.01
727.53
695.36
667.59
632.2
604.46
570.55
553.86
525.98
501.26
475.3
440
Altered andesite
x
y
1705
1760
1815
1870
1925
1980
760
751.64
740
740
747.99
740.01
Block and ash flow
x
y
550
605
660
715
770
825
880
935
121.36
137.68
156.51
180.9
198.4
230.62
272.22
308.26
Matahina Ignimbrite
x
y
0
55
110
165
220
2585
65.4
60.71
60
65.7
67.36
67.36
APPENDIX Q
Watertable
x
y
0
55
110
165
220
275
330
385
440
495
550
605
660
715
770
825
880
935
990
1045
1100
1155
1210
1265
1320
1375
1430
1485
1540
1595
1650
1705
1760
1815
1870
1925
1980
2035
2090
2145
2200
2255
2310
2365
2420
2475
2530
2585
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
189.278
188.1404
186.9958
185.8442
184.6855
183.5194
182.3458
181.1647
179.9757
178.7789
177.5741
176.361
175.1394
173.9094
172.6705
171.4227
170.1657
168.8994
167.6236
166.3379
165.0422
163.7363
162.4199
161.0927
159.7545
158.4049
157.0438
155.6708
154.2856
152.8878
151.4771
150.0532
148.6156
147.164
145.6979
144.2169
142.7205
141.2083
139.6797
138.1342
136.5713
134.9902
133.3903
131.7711
130.1317
128.4714
126.7893
125.0847
189.278
188.7023
188.1087
187.4971
186.8674
186.2192
185.5525
184.8671
184.1626
183.439
182.6959
181.9332
181.1506
180.3478
179.5245
178.6806
177.8156
176.9293
176.0213
175.0914
174.1391
173.1641
172.1661
171.1445
170.0991
169.0292
167.9346
166.8146
165.6688
164.4966
163.2975
162.0708
160.816
159.5324
158.2192
156.8758
155.5013
154.0949
152.6558
151.1829
149.6753
148.132
146.5518
144.9335
143.2758
141.5774
139.8367
138.0521
189.278
192.4797
195.5084
198.372
201.0775
203.6313
206.0389
208.3055
210.4356
212.4333
214.3024
216.046
217.6674
219.1691
220.5536
221.8232
222.9798
224.0251
224.9606
225.7879
226.5079
227.1218
227.6304
228.0345
228.3345
228.5309
228.624
228.6138
228.5004
228.2836
227.9631
227.5385
227.0092
226.3744
225.6333
224.7848
223.8277
222.7606
221.5819
220.2899
218.8824
217.3573
215.7121
213.9439
212.0498
210.0263
207.8696
205.5756
189.278
197.3682
204.8917
211.9088
218.4685
224.6107
230.3688
235.7711
240.8413
245.6002
250.0655
254.2526
258.1751
261.8449
265.2724
268.467
271.4369
274.1893
276.7308
279.0671
281.2034
283.1441
284.8933
286.4544
287.8306
289.0244
290.0382
290.8738
291.5327
292.0162
292.325
292.4598
292.4209
292.208
291.8209
291.2588
290.5208
289.6055
288.5112
287.2358
285.777
284.1319
282.2973
280.2693
278.0439
275.6162
272.9808
270.1317
189.278
203.4437
216.2898
228.0395
238.8546
248.857
258.1413
266.7823
274.8408
282.3666
289.4013
295.98
302.1323
307.8839
313.2569
318.2704
322.9411
327.2838
331.3114
335.0351
338.465
341.6101
344.478
347.0757
349.4091
351.4836
353.3038
354.8734
356.1958
357.2739
358.1097
358.705
359.0609
359.1783
359.0573
358.6976
358.0986
357.259
356.1773
354.851
353.2775
351.4535
349.375
347.0375
344.4357
341.5636
338.4142
334.9798
189.278
210.4526
229.1295
245.8786
261.0711
274.9652
287.749
299.5647
310.5229
320.7114
330.2015
339.0519
347.3114
355.0214
362.2168
368.9278
375.1805
380.9973
386.3979
391.3997
396.0176
400.265
404.1536
407.6936
410.894
413.7628
416.3067
418.5317
420.4429
422.0445
423.3401
424.3324
425.0235
425.415
425.5077
425.3017
424.7966
423.9914
422.8843
421.473
419.7543
417.7246
415.3792
412.7128
409.719
406.3907
402.7196
398.6961
189.278
218.3536
243.2684
265.1978
284.8321
302.6183
318.8659
333.7997
347.5889
360.3651
372.2325
383.2756
393.5637
403.1548
412.0973
420.4328
428.1967
435.4195
442.1278
448.3446
454.0902
459.3823
464.2363
468.6658
472.6829
476.2978
479.5198
482.3567
484.8153
486.9012
488.6193
489.9734
490.9666
491.601
491.878
491.7982
491.3615
490.5669
489.4126
487.8962
486.0141
483.7622
481.1352
478.127
474.7303
470.9367
466.7366
462.1188
189.278
227.1468
258.6549
285.913
310.044
331.731
351.4269
369.4502
386.0352
401.3603
415.5649
428.7603
441.0373
452.4704
463.1223
473.0457
482.2856
490.8805
498.8639
506.2646
513.1079
519.4157
525.2075
530.5
535.3081
539.6448
543.5213
546.9474
549.9315
552.4809
554.6014
556.298
557.5746
558.434
558.8782
558.9081
558.5239
557.7246
556.5085
554.8728
552.8139
550.3269
547.4061
544.0444
540.2336
535.9641
531.2249
526.0033
189.278
236.7328
275.0796
307.7423
336.3807
361.9513
385.0657
406.1436
425.4877
443.325
459.8309
475.1441
489.3767
502.6205
514.9517
526.4345
537.1232
547.0646
556.2985
564.8598
572.7785
580.081
586.7903
592.9265
598.5073
603.5481
608.0622
612.0614
615.5557
618.5536
621.0624
623.0878
624.6348
625.7067
626.306
626.4342
626.0914
625.2769
623.9888
622.2243
619.9792
617.2483
614.0251
610.3019
606.0693
601.3167
596.0316
590.1997
189.278
246.8049
292.0106
329.9979
363.04
392.3882
418.8196
442.8569
464.8716
485.139
503.8702
521.2307
537.3534
552.3467
566.3003
579.2894
591.3775
602.6189
613.06
622.7412
631.6975
639.9591
647.5528
654.5018
660.8264
666.5444
671.6713
676.2206
680.2037
683.6307
686.5098
688.8479
690.6506
691.9219
692.6649
692.8811
692.5712
691.7344
690.3688
688.4713
686.0373
683.0613
679.536
675.4529
670.8018
665.5708
659.7461
653.3118
189.278
257.5117
309.7017
353.0364
390.4752
423.5845
453.3139
480.2914
504.9583
527.6387
548.5791
567.972
585.971
602.7011
618.2652
632.7494
646.2263
658.7577
670.3967
681.189
691.1743
700.3871
708.8575
716.6118
723.6731
730.0614
735.7943
740.887
745.3527
749.2025
752.4459
755.0907
757.1432
758.6082
759.489
759.7878
759.5052
758.6406
757.1919
755.1558
752.5275
749.3009
745.4681
741.0197
735.9446
730.2297
723.8598
716.8175
APPENDIX Q
Slope profile 2a
Slope surface
x
y
330
385
440
495
550
605
660
715
770
825
880
935
990
1045
1100
1155
1210
1265
1320
1375
1430
1485
1540
1595
1650
1705
1760
1815
1870
1925
1980
2035
2090
2145
2200
2255
2310
2365
2420
2475
2530
2585
2640
2695
2750
2805
2827.45
Indurated andesite
x
y
160
160
164.6
172.27
180.35
204.7
217.77
218.27
226.52
245.21
260.22
274.73
283.8
304.82
332.88
349.45
371.05
411.08
440
440
436.77
467.67
493.78
520.74
550.54
563.63
594.39
626.84
654.74
690.02
722.97
740
755.22
740
740
747.84
760
753.86
726.03
710.36
691.46
653.83
615.22
575.6
542.26
504.57
493.73
330
385
440
495
550
605
660
715
770
825
880
935
990
1045
1100
1155
1210
1265
1320
1375
1430
1485
1540
1595
1650
1705
1760
1815
1870
1925
1980
2035
2311
2365
2420
2475
2530
2585
2640
2695
2750
2805
2827.45
160
160
164.6
172.27
180.35
204.7
217.77
218.27
226.52
245.21
260.22
274.73
283.8
304.82
332.88
349.45
371.05
411.08
440
440
436.77
467.67
493.78
520.74
550.54
563.63
594.39
626.84
654.74
690.02
722.97
740
760
753.86
726.03
710.36
691.46
653.83
615.22
575.6
542.26
504.57
493.73
Altered andesite
x
y
2035
2090
2145
2200
2255
2310
740
755.22
740
740
747.84
760
Matahina Ignimbrite
x
y
330
2827.45
70
70
APPENDIX Q
Watertable
x
y
0
55
110
165
220
275
330
385
440
495
550
605
660
715
770
825
880
935
990
1045
1100
1155
1210
1265
1320
1375
1430
1485
1540
1595
1650
1705
1760
1815
1870
1925
1980
2035
2090
2145
2200
2255
2310
2365
2420
2475
2530
2585
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
189.278
188.1404
186.9958
185.8442
184.6855
183.5194
182.3458
181.1647
179.9757
178.7789
177.5741
176.361
175.1394
173.9094
172.6705
171.4227
170.1657
168.8994
167.6236
166.3379
165.0422
163.7363
162.4199
161.0927
159.7545
158.4049
157.0438
155.6708
154.2856
152.8878
151.4771
150.0532
148.6156
147.164
145.6979
144.2169
142.7205
141.2083
139.6797
138.1342
136.5713
134.9902
133.3903
131.7711
130.1317
128.4714
126.7893
125.0847
189.278
188.7023
188.1087
187.4971
186.8674
186.2192
185.5525
184.8671
184.1626
183.439
182.6959
181.9332
181.1506
180.3478
179.5245
178.6806
177.8156
176.9293
176.0213
175.0914
174.1391
173.1641
172.1661
171.1445
170.0991
169.0292
167.9346
166.8146
165.6688
164.4966
163.2975
162.0708
160.816
159.5324
158.2192
156.8758
155.5013
154.0949
152.6558
151.1829
149.6753
148.132
146.5518
144.9335
143.2758
141.5774
139.8367
138.0521
189.278
192.4797
195.5084
198.372
201.0775
203.6313
206.0389
208.3055
210.4356
212.4333
214.3024
216.046
217.6674
219.1691
220.5536
221.8232
222.9798
224.0251
224.9606
225.7879
226.5079
227.1218
227.6304
228.0345
228.3345
228.5309
228.624
228.6138
228.5004
228.2836
227.9631
227.5385
227.0092
226.3744
225.6333
224.7848
223.8277
222.7606
221.5819
220.2899
218.8824
217.3573
215.7121
213.9439
212.0498
210.0263
207.8696
205.5756
189.278
197.3682
204.8917
211.9088
218.4685
224.6107
230.3688
235.7711
240.8413
245.6002
250.0655
254.2526
258.1751
261.8449
265.2724
268.467
271.4369
274.1893
276.7308
279.0671
281.2034
283.1441
284.8933
286.4544
287.8306
289.0244
290.0382
290.8738
291.5327
292.0162
292.325
292.4598
292.4209
292.208
291.8209
291.2588
290.5208
289.6055
288.5112
287.2358
285.777
284.1319
282.2973
280.2693
278.0439
275.6162
272.9808
270.1317
189.278
203.4437
216.2898
228.0395
238.8546
248.857
258.1413
266.7823
274.8408
282.3666
289.4013
295.98
302.1323
307.8839
313.2569
318.2704
322.9411
327.2838
331.3114
335.0351
338.465
341.6101
344.478
347.0757
349.4091
351.4836
353.3038
354.8734
356.1958
357.2739
358.1097
358.705
359.0609
359.1783
359.0573
358.6976
358.0986
357.259
356.1773
354.851
353.2775
351.4535
349.375
347.0375
344.4357
341.5636
338.4142
334.9798
189.278
210.4526
229.1295
245.8786
261.0711
274.9652
287.749
299.5647
310.5229
320.7114
330.2015
339.0519
347.3114
355.0214
362.2168
368.9278
375.1805
380.9973
386.3979
391.3997
396.0176
400.265
404.1536
407.6936
410.894
413.7628
416.3067
418.5317
420.4429
422.0445
423.3401
424.3324
425.0235
425.415
425.5077
425.3017
424.7966
423.9914
422.8843
421.473
419.7543
417.7246
415.3792
412.7128
409.719
406.3907
402.7196
398.6961
189.278
218.3536
243.2684
265.1978
284.8321
302.6183
318.8659
333.7997
347.5889
360.3651
372.2325
383.2756
393.5637
403.1548
412.0973
420.4328
428.1967
435.4195
442.1278
448.3446
454.0902
459.3823
464.2363
468.6658
472.6829
476.2978
479.5198
482.3567
484.8153
486.9012
488.6193
489.9734
490.9666
491.601
491.878
491.7982
491.3615
490.5669
489.4126
487.8962
486.0141
483.7622
481.1352
478.127
474.7303
470.9367
466.7366
462.1188
189.278
227.1468
258.6549
285.913
310.044
331.731
351.4269
369.4502
386.0352
401.3603
415.5649
428.7603
441.0373
452.4704
463.1223
473.0457
482.2856
490.8805
498.8639
506.2646
513.1079
519.4157
525.2075
530.5
535.3081
539.6448
543.5213
546.9474
549.9315
552.4809
554.6014
556.298
557.5746
558.434
558.8782
558.9081
558.5239
557.7246
556.5085
554.8728
552.8139
550.3269
547.4061
544.0444
540.2336
535.9641
531.2249
526.0033
189.278
236.7328
275.0796
307.7423
336.3807
361.9513
385.0657
406.1436
425.4877
443.325
459.8309
475.1441
489.3767
502.6205
514.9517
526.4345
537.1232
547.0646
556.2985
564.8598
572.7785
580.081
586.7903
592.9265
598.5073
603.5481
608.0622
612.0614
615.5557
618.5536
621.0624
623.0878
624.6348
625.7067
626.306
626.4342
626.0914
625.2769
623.9888
622.2243
619.9792
617.2483
614.0251
610.3019
606.0693
601.3167
596.0316
590.1997
189.278
246.8049
292.0106
329.9979
363.04
392.3882
418.8196
442.8569
464.8716
485.139
503.8702
521.2307
537.3534
552.3467
566.3003
579.2894
591.3775
602.6189
613.06
622.7412
631.6975
639.9591
647.5528
654.5018
660.8264
666.5444
671.6713
676.2206
680.2037
683.6307
686.5098
688.8479
690.6506
691.9219
692.6649
692.8811
692.5712
691.7344
690.3688
688.4713
686.0373
683.0613
679.536
675.4529
670.8018
665.5708
659.7461
653.3118
189.278
257.5117
309.7017
353.0364
390.4752
423.5845
453.3139
480.2914
504.9583
527.6387
548.5791
567.972
585.971
602.7011
618.2652
632.7494
646.2263
658.7577
670.3967
681.189
691.1743
700.3871
708.8575
716.6118
723.6731
730.0614
735.7943
740.887
745.3527
749.2025
752.4459
755.0907
757.1432
758.6082
759.489
759.7878
759.5052
758.6406
757.1919
755.1558
752.5275
749.3009
745.4681
741.0197
735.9446
730.2297
723.8598
716.8175
APPENDIX Q
Slope profile 3
Slope surface
y
x
0
55
110
165
220
275
330
385
440
495
550
605
660
715
770
825
880
935
990
1045
1100
1155
1210
1265
1320
1375
1430
1485
1540
1595
1650
1705
1760
1815
1870
1925
1980
2035
2090
2145
2200
2255
2310
2365
2420
2475
2530
2585
Indurated andesite
x
y
50.06
57.92
80
80
80
80
80
80
91.73
96.8
113.24
128.78
139.35
151.73
181.76
205.01
238.72
272.3
305.12
337.7
374.2
401.76
456.41
490.75
531.26
569.61
596.83
620.63
654.88
697.41
727.34
760
757.99
748.01
729.83
720
720
742.52
754.6
740
740
719.94
686.17
663.82
625.77
580.36
556.29
525.06
85
85
110
165
220
275
330
330
385
440
495
550
605
660
715
770
825
880
905
935
990
1045
1100
1155
1210
1265
1320
1375
1430
1485
1540
1595
1650
1705
2145
2200
2255
2310
2365
2420
2475
2530
2585
70
70
80
80
80
80
80
70
70
70
70
70
78.78
89.35
101.73
131.76
155.01
188.72
222.3
272.3
305.12
337.7
374.2
401.76
456.41
490.75
531.26
569.61
596.83
620.63
654.88
697.41
727.34
760
690
690
669.94
636.17
613.82
575.77
530.36
506.29
475.06
Altered andesite
x
y
1705
1760
1815
1870
1925
1980
2035
2090
2145
760
757.99
748.01
729.83
720
720
742.52
754.6
740
Block and ash flow
x
y
330
385
440
495
550
605
660
715
770
825
880
935
80
80
91.73
96.8
113.24
128.78
139.35
151.73
181.76
205.01
238.72
272.3
Scoriaceous andesite
x
y
2145
2200
2255
2310
2365
2420
2475
2530
2585
740
740
719.94
686.17
663.82
625.77
580.36
556.29
525.06
Matahina Ignimbrite
x
y
0
55
85
2585
50.06
57.92
70
70
APPENDIX Q
Watertable
x
y
0
55
110
165
220
275
330
385
440
495
550
605
660
715
770
825
880
935
990
1045
1100
1155
1210
1265
1320
1375
1430
1485
1540
1595
1650
1705
1760
1815
1870
1925
1980
2035
2090
2145
2200
2255
2310
2365
2420
2475
2530
2585
2640
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
40
48.06045
54.95102
61.06899
66.62754
71.75678
76.54308
81.04721
85.31388
89.37709
93.26346
96.99422
100.5867
104.0552
107.4118
110.6667
113.8284
116.9048
119.9022
122.8265
125.6827
128.4755
131.2088
133.8864
136.5114
139.087
141.6156
144.0999
146.5422
148.9443
151.3083
153.636
155.9289
158.1886
160.4165
162.6138
164.7819
166.9217
169.0345
171.1212
173.1828
175.2201
177.234
179.2253
181.1947
183.1429
185.0706
186.9784
188.867
40
59.83567
74.32573
86.20917
96.45428
105.5393
113.7424
121.2429
128.1642
134.5956
140.6043
146.2425
151.5516
156.565
161.3103
165.8105
170.085
174.1506
178.0214
181.71
185.2273
188.5827
191.7849
194.8414
197.7589
200.5435
203.2006
205.7353
208.1519
210.4545
212.6469
214.7324
216.7142
218.5949
220.3773
222.0636
223.6561
225.1568
226.5674
227.8896
229.1251
230.275
231.3409
232.3237
233.2246
234.0445
234.7842
235.4446
236.0262
40
72.62443
94.14836
111.2152
125.6544
138.2915
149.5839
159.8169
169.1829
177.8189
185.8267
193.2845
200.2536
206.7834
212.9145
218.6804
224.1092
229.2248
234.0479
238.5962
242.885
246.928
250.737
254.3226
257.694
260.8595
263.8266
266.6019
269.1914
271.6003
273.8334
275.895
277.7888
279.5184
281.0867
282.4965
283.75
284.8494
285.7964
286.5925
287.2391
287.737
288.0871
288.29
288.3458
288.2548
288.0167
287.6313
287.0978
40
85.48162
113.4523
135.2515
153.5309
169.4336
183.5782
196.345
207.988
218.6867
228.5738
237.7505
246.2962
254.2746
261.7375
268.7279
275.2819
281.4298
287.1978
292.6084
297.6809
302.4326
306.8781
311.0307
314.902
318.5022
321.8405
324.9248
327.7624
330.3595
332.722
334.8546
336.7619
338.4475
339.9148
341.1666
342.2053
343.0328
343.6506
344.0599
344.2614
344.2554
344.042
343.6208
342.991
342.1515
341.1006
339.8365
338.3568
40
98.91705
133.2501
159.7281
181.8157
200.9658
217.9542
233.2535
247.1777
259.9479
271.7267
282.6382
292.7793
302.2276
311.0462
319.2873
326.9947
334.2051
340.9502
347.257
353.1491
358.6469
363.7682
368.5288
372.9424
377.0213
380.7762
384.2166
387.3509
390.1865
392.7298
394.9865
396.9614
398.6589
400.0823
401.2346
402.1182
402.7347
403.0855
403.1712
402.992
402.5476
401.837
400.8589
399.6112
398.0915
396.2966
394.2228
391.8656
40
48.06045
116.4484
156.5411
187.4686
213.2565
235.5985
255.4006
273.2155
289.4105
304.2444
317.9078
330.5458
342.2721
353.1775
363.3358
372.8082
381.6458
389.8917
397.5827
404.7505
411.4225
417.6223
423.3707
428.6859
433.5839
438.0785
442.1822
445.9057
449.2584
452.2486
454.8835
457.1692
459.1109
460.713
461.979
462.9116
463.5129
463.7841
463.7259
463.3381
462.6198
461.5696
460.1852
458.4635
456.4007
453.9922
451.2325
448.115
40
126.1956
172.8052
208.3482
237.8387
263.3183
285.8614
306.1176
324.5154
341.3553
356.858
371.1911
384.4854
396.8452
408.3556
419.0864
429.0962
438.4343
447.1428
455.2579
462.8108
469.8285
476.3348
482.3503
487.8933
492.9795
497.6231
501.8363
505.6299
509.0133
511.9946
514.5807
516.7777
518.5904
520.023
521.0784
521.7591
522.0664
522.001
521.5629
520.751
519.5636
517.9981
516.0511
513.7182
510.9942
507.8728
504.3465
500.4069
40
139.9215
192.5167
232.495
265.6159
294.2046
319.48
342.1772
362.7804
381.6289
398.9714
414.9969
429.8527
443.6562
456.5029
468.4716
479.628
490.0275
499.7175
508.7385
517.1254
524.9087
532.1149
538.7671
544.8856
550.4882
555.5905
560.2062
564.3473
568.024
571.2455
574.0192
576.3518
578.2485
579.7136
580.7504
581.3612
581.5473
581.3092
580.6462
579.557
578.0391
576.0892
573.7029
570.8746
567.5977
563.8645
559.6658
554.9911
40
153.5926
212.0692
256.4137
293.1119
324.7663
352.7375
377.8442
400.6255
421.4585
440.6197
458.3188
474.7194
489.952
504.1223
517.3177
529.6111
541.0639
551.7286
561.65
570.8668
579.4127
587.317
594.6052
601.2998
607.4204
612.9842
618.0062
622.4995
626.4756
629.9441
632.9135
635.3908
637.3816
638.8906
639.9211
640.4755
640.5549
640.1596
639.2887
637.9403
636.1112
633.7974
630.9935
627.6929
623.8878
619.5688
614.7252
609.3444
40
167.4438
231.8184
280.5478
320.8415
355.579
386.2622
413.794
438.768
461.5996
482.5929
501.9787
519.9368
536.6104
552.1161
566.5497
579.9913
592.5084
604.1583
614.9906
625.0475
634.3661
642.9784
650.9124
658.1927
664.8408
670.8754
676.3131
681.1679
685.4525
689.1773
692.3514
694.9825
697.0765
698.6384
699.6717
700.1788
700.1607
699.6175
698.548
696.9496
694.8188
692.1507
688.9389
685.1759
680.8526
675.958
670.4799
664.4036
40
181.6963
252.091
305.3014
349.2717
387.1631
420.6217
450.6358
477.8551
502.7335
525.6038
546.7178
566.2722
584.4234
601.2986
617.0025
631.6224
645.2321
657.8942
669.6625
680.5833
690.6969
700.0382
708.6378
716.5224
723.7154
730.2371
736.1055
741.336
745.9421
749.9353
753.3253
756.1202
758.3267
759.9498
760.9933
761.4595
761.3495
760.6631
759.3988
757.5535
755.1231
752.1018
748.4826
744.2567
739.4137
733.9413
727.8255
721.0498
APPENDIX Q
Slope profile 3a
Slope surface
y
x
0
55
110
165
220
275
330
385
440
495
550
605
660
715
770
825
880
935
990
1045
1100
1155
1210
1265
1320
1375
1430
1485
1540
1595
1650
1705
1760
1815
1870
1925
1980
2035
2090
2145
2200
2255
2310
2365
2420
2475
2530
2585
Indurated andesite
x
y
50.06
57.92
80
80
80
80
80
80
91.73
96.8
113.24
128.78
139.35
151.73
181.76
205.01
238.72
272.3
305.12
337.7
374.2
401.76
456.41
490.75
531.26
569.61
596.83
620.63
654.88
697.41
727.34
760
757.99
748.01
729.83
720
720
742.52
754.6
740
740
719.94
686.17
663.82
625.77
580.36
556.29
525.06
85
85
110
165
220
275
330
330
385
440
495
550
605
660
715
770
825
880
905
935
990
1045
1100
1155
1210
1265
1320
1375
1430
1485
1540
1595
1650
1705
2145
2200
2255
2310
2365
2420
2475
2530
2585
70
70
80
80
80
80
80
70
70
70
70
70
78.78
89.35
101.73
131.76
155.01
188.72
222.3
272.3
305.12
337.7
374.2
401.76
456.41
490.75
531.26
569.61
596.83
620.63
654.88
697.41
727.34
760
690
690
669.94
636.17
613.82
575.77
530.36
506.29
475.06
Altered andesite
x
y
1705
1760
1815
1870
1925
1980
2035
2090
2145
760
757.99
748.01
729.83
720
720
742.52
754.6
740
Block and ash flow
x
y
330
385
440
495
550
605
660
715
770
825
880
935
80
80
91.73
96.8
113.24
128.78
139.35
151.73
181.76
205.01
238.72
272.3
Scoriaceous andesite
x
y
2145
2200
2255
2310
2365
2420
2475
2530
2585
740
740
719.94
686.17
663.82
625.77
580.36
556.29
525.06
Matahina Ignimbrite
x
y
0
55
85
2585
50.06
57.92
70
70
APPENDIX Q
Watertable
x
y
0
55
110
165
220
275
330
385
440
495
550
605
660
715
770
825
880
935
990
1045
1100
1155
1210
1265
1320
1375
1430
1485
1540
1595
1650
1705
1760
1815
1870
1925
1980
2035
2090
2145
2200
2255
2310
2365
2420
2475
2530
2585
2640
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
40
48.06045
54.95102
61.06899
66.62754
71.75678
76.54308
81.04721
85.31388
89.37709
93.26346
96.99422
100.5867
104.0552
107.4118
110.6667
113.8284
116.9048
119.9022
122.8265
125.6827
128.4755
131.2088
133.8864
136.5114
139.087
141.6156
144.0999
146.5422
148.9443
151.3083
153.636
155.9289
158.1886
160.4165
162.6138
164.7819
166.9217
169.0345
171.1212
173.1828
175.2201
177.234
179.2253
181.1947
183.1429
185.0706
186.9784
188.867
40
59.83567
74.32573
86.20917
96.45428
105.5393
113.7424
121.2429
128.1642
134.5956
140.6043
146.2425
151.5516
156.565
161.3103
165.8105
170.085
174.1506
178.0214
181.71
185.2273
188.5827
191.7849
194.8414
197.7589
200.5435
203.2006
205.7353
208.1519
210.4545
212.6469
214.7324
216.7142
218.5949
220.3773
222.0636
223.6561
225.1568
226.5674
227.8896
229.1251
230.275
231.3409
232.3237
233.2246
234.0445
234.7842
235.4446
236.0262
40
72.62443
94.14836
111.2152
125.6544
138.2915
149.5839
159.8169
169.1829
177.8189
185.8267
193.2845
200.2536
206.7834
212.9145
218.6804
224.1092
229.2248
234.0479
238.5962
242.885
246.928
250.737
254.3226
257.694
260.8595
263.8266
266.6019
269.1914
271.6003
273.8334
275.895
277.7888
279.5184
281.0867
282.4965
283.75
284.8494
285.7964
286.5925
287.2391
287.737
288.0871
288.29
288.3458
288.2548
288.0167
287.6313
287.0978
40
85.48162
113.4523
135.2515
153.5309
169.4336
183.5782
196.345
207.988
218.6867
228.5738
237.7505
246.2962
254.2746
261.7375
268.7279
275.2819
281.4298
287.1978
292.6084
297.6809
302.4326
306.8781
311.0307
314.902
318.5022
321.8405
324.9248
327.7624
330.3595
332.722
334.8546
336.7619
338.4475
339.9148
341.1666
342.2053
343.0328
343.6506
344.0599
344.2614
344.2554
344.042
343.6208
342.991
342.1515
341.1006
339.8365
338.3568
40
98.91705
133.2501
159.7281
181.8157
200.9658
217.9542
233.2535
247.1777
259.9479
271.7267
282.6382
292.7793
302.2276
311.0462
319.2873
326.9947
334.2051
340.9502
347.257
353.1491
358.6469
363.7682
368.5288
372.9424
377.0213
380.7762
384.2166
387.3509
390.1865
392.7298
394.9865
396.9614
398.6589
400.0823
401.2346
402.1182
402.7347
403.0855
403.1712
402.992
402.5476
401.837
400.8589
399.6112
398.0915
396.2966
394.2228
391.8656
40
48.06045
116.4484
156.5411
187.4686
213.2565
235.5985
255.4006
273.2155
289.4105
304.2444
317.9078
330.5458
342.2721
353.1775
363.3358
372.8082
381.6458
389.8917
397.5827
404.7505
411.4225
417.6223
423.3707
428.6859
433.5839
438.0785
442.1822
445.9057
449.2584
452.2486
454.8835
457.1692
459.1109
460.713
461.979
462.9116
463.5129
463.7841
463.7259
463.3381
462.6198
461.5696
460.1852
458.4635
456.4007
453.9922
451.2325
448.115
40
126.1956
172.8052
208.3482
237.8387
263.3183
285.8614
306.1176
324.5154
341.3553
356.858
371.1911
384.4854
396.8452
408.3556
419.0864
429.0962
438.4343
447.1428
455.2579
462.8108
469.8285
476.3348
482.3503
487.8933
492.9795
497.6231
501.8363
505.6299
509.0133
511.9946
514.5807
516.7777
518.5904
520.023
521.0784
521.7591
522.0664
522.001
521.5629
520.751
519.5636
517.9981
516.0511
513.7182
510.9942
507.8728
504.3465
500.4069
40
139.9215
192.5167
232.495
265.6159
294.2046
319.48
342.1772
362.7804
381.6289
398.9714
414.9969
429.8527
443.6562
456.5029
468.4716
479.628
490.0275
499.7175
508.7385
517.1254
524.9087
532.1149
538.7671
544.8856
550.4882
555.5905
560.2062
564.3473
568.024
571.2455
574.0192
576.3518
578.2485
579.7136
580.7504
581.3612
581.5473
581.3092
580.6462
579.557
578.0391
576.0892
573.7029
570.8746
567.5977
563.8645
559.6658
554.9911
40
153.5926
212.0692
256.4137
293.1119
324.7663
352.7375
377.8442
400.6255
421.4585
440.6197
458.3188
474.7194
489.952
504.1223
517.3177
529.6111
541.0639
551.7286
561.65
570.8668
579.4127
587.317
594.6052
601.2998
607.4204
612.9842
618.0062
622.4995
626.4756
629.9441
632.9135
635.3908
637.3816
638.8906
639.9211
640.4755
640.5549
640.1596
639.2887
637.9403
636.1112
633.7974
630.9935
627.6929
623.8878
619.5688
614.7252
609.3444
40
167.4438
231.8184
280.5478
320.8415
355.579
386.2622
413.794
438.768
461.5996
482.5929
501.9787
519.9368
536.6104
552.1161
566.5497
579.9913
592.5084
604.1583
614.9906
625.0475
634.3661
642.9784
650.9124
658.1927
664.8408
670.8754
676.3131
681.1679
685.4525
689.1773
692.3514
694.9825
697.0765
698.6384
699.6717
700.1788
700.1607
699.6175
698.548
696.9496
694.8188
692.1507
688.9389
685.1759
680.8526
675.958
670.4799
664.4036
40
181.6963
252.091
305.3014
349.2717
387.1631
420.6217
450.6358
477.8551
502.7335
525.6038
546.7178
566.2722
584.4234
601.2986
617.0025
631.6224
645.2321
657.8942
669.6625
680.5833
690.6969
700.0382
708.6378
716.5224
723.7154
730.2371
736.1055
741.336
745.9421
749.9353
753.3253
756.1202
758.3267
759.9498
760.9933
761.4595
761.3495
760.6631
759.3988
757.5535
755.1231
752.1018
748.4826
744.2567
739.4137
733.9413
727.8255
721.0498
APPENDIX Q
Slope profile 4
Slope surface
x
y
165
220
275
330
385
440
495
550
605
660
715
770
825
880
935
990
1045
1100
1155
1210
1265
1320
1375
1430
1485
1540
1595
1650
1705
1760
1815
1870
1925
1980
2035
2090
2145
2200
2255
2310
2365
2420
2475
2530
2585
2640
2695
2745
Indurated andesite
x
y
71.31
74.31
88.21
104.56
122.7
149.17
165.98
174.58
180
180
185.53
192.92
199.02
215.34
231.81
249.6
263.16
270.52
279.44
301.52
338.64
371.8
411.15
452.55
491.48
525.01
567.69
609.67
648.78
671.64
695.95
732.36
760
753.49
748.36
745.42
740
733.5
743.94
771.07
800
800
772.81
721.54
676.72
640.76
601.89
565.57
165
220
275
330
385
440
495
550
605
660
715
770
825
880
935
990
1045
1100
1155
1210
1265
1320
1375
1430
1485
1540
1595
1650
1705
1760
1815
1870
1925
2475
2530
2585
2640
2695
2745
71.31
74.31
88.21
104.56
122.7
149.17
165.98
174.58
180
180
185.53
192.92
199.02
215.34
231.81
249.6
263.16
270.52
279.44
280
288.64
321.8
361.15
402.55
491.48
525.01
567.69
609.67
648.78
671.64
695.95
732.36
760
722.81
671.54
626.72
590.76
551.89
515.57
Altered andesite
x
y
1925
1980
2035
2090
2145
2200
2255
2310
2365
2420
2475
Block and ash flow
x
y
760
753.49
748.36
745.42
740
733.5
743.94
771.07
800
800
772.81
1155
1210
1265
1320
1375
1430
1485
Fmin
x
694.44
771.77
848.83
925.54
1001.78
1077.45
1152.45
1226.68
1300.03
1372.42
1443.73
1513.89
1582.78
1650.32
1716.42
1780.99
1843.93
1905.18
1964.63
2022.22
279.44
301.52
338.64
371.8
411.15
452.55
491.48
y
183.46
189.08
197.53
208.8
222.88
239.75
259.39
281.77
306.86
334.63
365.03
398.04
433.6
471.66
512.18
555.09
600.35
647.89
697.65
749.55
Scoriaceous andesite
x
y
2475
2530
2585
2640
2695
2745
772.81
721.54
676.72
640.76
601.89
565.57
Matahina Ignimbrite
x
y
165
2745
70
70
APPENDIX Q
Watertable
y
x
1155
1210
1265
1320
1375
1430
1485
1540
1595
1650
1705
1760
1815
1870
1925
1980
2035
2090
2145
2200
2255
2310
2365
2420
2475
2530
2585
2640
2695
2750
2805
2860
2915
2970
3025
3080
3135
3190
3245
3300
3355
3410
3465
3520
3575
3630
3685
3740
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
204.0944
202.4793
200.8513
199.21
197.555
195.8861
194.2028
192.5048
190.7917
189.063
187.3184
185.5574
183.7796
181.9843
180.1712
178.3397
176.4891
174.6189
172.7285
170.8172
168.8842
166.9289
164.9504
162.9478
160.9203
158.867
156.7868
154.6786
152.5412
150.3735
148.1741
145.9416
143.6743
141.3707
139.0289
136.647
134.2229
131.7541
129.2382
126.6724
124.0534
121.378
118.6423
115.842
112.9723
110.0277
107.0022
103.8886
283.2155
284.1271
284.9303
285.6258
286.2144
286.6969
287.0738
287.3454
287.5122
287.5741
287.5314
287.384
287.1317
286.7742
286.3112
285.7421
285.0664
284.2831
283.3915
282.3905
281.279
280.0556
278.7189
277.2672
275.6987
274.0114
272.2031
270.2714
268.2136
266.0267
263.7076
261.2527
258.6582
255.9199
253.033
249.9924
246.7924
243.4268
239.8886
236.1699
232.2623
228.1558
223.8397
219.3014
214.527
209.5003
204.2026
198.6123
307.8025
309.3574
310.7712
312.0458
313.1829
314.1841
315.0505
315.7834
316.3836
316.8519
317.1889
317.395
317.4704
317.4153
317.2295
316.913
316.4651
315.8855
315.1733
314.3277
313.3476
312.2317
310.9786
309.5866
308.0538
306.378
304.5571
302.5882
300.4686
298.1949
295.7637
293.171
290.4125
287.4835
284.3785
281.092
277.6173
273.9473
270.074
265.9887
261.6813
257.1407
252.3542
247.3078
241.9849
236.367
230.4326
224.1564
361.6353
364.4679
367.0893
369.5037
371.7154
373.7279
375.5444
377.1677
378.6004
379.8445
380.9019
381.7742
382.4627
382.9683
383.2917
383.4335
383.3938
383.1725
382.7694
382.1839
381.4151
380.4619
379.3229
377.9965
376.4807
374.7732
372.8713
370.772
368.472
365.9675
363.2542
360.3275
357.1821
353.8122
350.2113
346.3721
342.2867
337.9461
333.3404
328.4584
323.2875
317.8138
312.0213
305.8918
299.4046
292.536
285.2584
277.5396
416.4197
420.4282
424.1565
427.6118
430.8007
433.7291
436.4023
438.8249
441.001
442.9343
444.628
446.0847
447.3068
448.2962
449.0545
449.5827
449.8818
449.9522
449.7939
449.4068
448.7903
447.9434
446.8647
445.5527
444.0052
442.2198
440.1935
437.9231
435.4047
432.634
429.6061
426.3155
422.7561
418.9211
414.8027
410.3925
405.6809
400.6574
395.31
389.6253
383.5885
377.1825
370.3882
363.1839
355.5446
347.4417
338.8417
329.706
472.2348
477.3576
482.1325
486.5697
490.6783
494.4667
497.9419
501.1107
503.9787
506.5511
508.8324
510.8264
512.5365
513.9655
515.1158
515.9893
516.5873
516.9108
516.9604
516.736
516.2374
515.4637
514.4138
513.0858
511.4777
509.5867
507.4098
504.9433
502.1828
499.1234
495.7598
492.0855
488.0936
483.7763
479.1247
474.129
468.7782
463.06
456.9606
450.4645
443.5543
436.2103
428.4102
420.1286
411.3363
402
392.0808
381.5331
525.8146
531.9527
537.6799
543.0093
547.9524
552.5197
556.7203
560.5625
564.0537
567.2003
570.0081
572.4819
574.6262
576.4446
577.9402
579.1154
579.9723
580.5122
580.7361
580.6442
580.2365
579.5123
578.4703
577.1089
575.4258
573.4181
571.0825
568.4149
565.4106
562.0642
558.3696
554.3197
549.9068
545.122
539.9554
534.396
528.4313
522.0475
515.2291
507.9584
500.2157
491.9789
483.2226
473.918
464.0321
453.527
442.3585
430.475
581.7916
588.9496
595.6329
601.857
607.6363
612.9832
617.909
622.4236
626.536
630.2541
633.5847
636.534
639.1073
641.309
643.1429
644.6123
645.7197
646.4667
646.8549
646.8846
646.5561
645.8688
644.8214
643.4124
641.6392
639.4988
636.9877
634.1012
630.8344
627.1812
623.1348
618.6876
613.8308
608.5546
602.8481
596.6988
590.0929
583.0149
575.4475
567.3709
558.7631
549.5992
539.8508
529.4856
518.4668
506.7516
494.2904
481.0255
636.4997
644.6249
652.2141
659.2857
665.8563
671.9405
677.5515
682.7009
687.3991
691.6553
695.4776
698.8731
701.848
704.4077
706.5566
708.2985
709.6364
710.5726
711.1086
711.2455
710.9833
710.3217
709.2595
707.7949
705.9255
703.648
700.9584
697.8519
694.323
690.3653
685.9711
681.1322
675.839
670.0807
663.8451
657.1188
649.8865
642.131
633.8332
624.9714
615.5214
605.4556
594.7426
583.3469
571.2276
558.3376
544.6221
530.0171
693.0421
702.1435
710.6467
718.573
725.9413
732.7683
739.0692
744.8572
750.1442
754.9408
759.2562
763.0987
766.4752
769.392
771.8543
773.8663
775.4317
776.5531
777.2324
777.4708
777.2688
776.6258
775.5409
774.0122
772.0371
769.6121
766.733
763.3945
759.5908
755.3146
750.5581
745.3118
739.5656
733.3075
726.5243
719.2013
711.3217
702.8668
693.8156
684.1443
673.8265
662.8317
651.1257
638.6695
625.4182
611.32
596.315
580.3328
749.7135
759.7748
769.1766
777.9428
786.0947
793.6512
800.6292
807.0436
812.9079
818.2338
823.0318
827.311
831.0796
834.3444
837.1113
839.3852
841.1701
842.4692
843.2846
843.6179
843.4695
842.8392
841.7259
840.1277
838.0418
835.4646
832.3915
828.8171
824.7346
820.1367
815.0145
809.3582
803.1563
796.3963
789.0636
781.1423
772.6142
763.459
753.6537
743.1728
731.9871
720.0638
707.3657
693.8501
679.4684
664.1642
647.8721
630.5156
APPENDIX Q
Slope profile 4a
Slope surface
x
y
110
165
220
275
330
385
440
495
550
605
660
715
770
825
880
935
990
1045
1100
1155
1210
1265
1320
1375
1430
1485
1540
1595
1650
1705
1760
1815
1870
1925
1980
2035
2090
2145
2200
2255
2310
2365
2420
2475
2530
2585
2640
2674.31
Indurated andesite
x
y
240
240
232.63
222.15
220
220.31
224.39
234.36
247.88
259.28
271.28
284.88
301.35
315.89
338.3
365.64
395.56
429.26
461.68
506.94
538.13
576.61
614.04
652.69
697.51
739.64
793.46
800
796.83
762.11
737.29
733.6
742.03
746.14
749.02
760
753.03
722.17
688.45
660.91
635.78
596.94
552.77
513.54
477.56
439.58
396.45
372.22
110
165
220
275
330
385
440
495
550
605
660
715
770
825
880
935
990
1045
1100
1155
1210
1265
1320
1375
1430
1485
1540
2090
2145
2200
2255
2310
2365
2420
2475
2530
2585
2615
2640
2674.31
190
190
182.63
172.15
170
170.31
174.39
184.36
197.88
209.28
221.28
234.88
251.35
265.89
288.3
315.64
345.56
379.26
411.68
456.94
488.13
526.61
564.04
602.69
647.51
689.64
743.46
753.03
722.17
688.45
660.91
635.78
596.94
552.77
513.54
477.56
439.58
389.58
346.45
322.22
Altered andesite
x
y
1540
1595
1650
1705
1760
1815
1870
1925
1980
2035
2090
793.46
800
796.83
762.11
737.29
733.6
742.03
746.14
749.02
760
753.03
Block and ash flow
x
y
110
165
220
275
330
385
440
495
550
605
660
715
770
825
880
935
990
1045
1100
1155
1210
2585
2640
2674.31
Fmin
x
511
585.63
659.99
734.03
807.7
880.94
953.71
1025.94
1097.6
1168.61
1238.95
1308.55
1377.36
1445.34
1512.44
1578.6
1643.79
1707.94
1771.03
1833
240
240
232.63
222.15
220
220.31
224.39
234.36
247.88
259.28
271.28
284.88
301.35
315.89
338.3
365.64
395.56
429.26
461.68
506.94
538.13
439.58
396.45
372.22
y
238.29
247.23
258.16
271.08
285.97
302.84
321.66
342.43
365.12
389.72
416.22
444.6
474.82
506.88
540.75
576.41
613.83
652.98
693.83
736.36
Scoriaceous andesite
x
y
1210
1265
1320
1375
1430
1485
1540
538.13
576.61
614.04
652.69
697.51
739.64
793.46
Matahina Ignimbrite
x
y
110
2674.31
70
70
APPENDIX Q
Watertable
y
x
110
165
220
275
330
385
440
495
550
605
660
715
770
825
880
935
990
1045
1100
1155
1210
1265
1320
1375
1430
1485
1540
1595
1650
1705
1760
1815
1870
1925
1980
2035
2090
2145
2200
2255
2310
2365
2420
2475
2530
2585
2640
2695
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
232.6596
231.2442
229.82
228.387
226.9449
225.4936
224.0328
222.5625
221.0825
219.5924
218.0922
216.5815
215.0603
213.5282
211.9851
210.4306
208.8646
207.2867
205.6967
204.0944
202.4793
200.8513
199.21
197.555
195.8861
194.2028
192.5048
190.7917
189.063
187.3184
185.5574
183.7796
181.9843
180.1712
178.3397
176.4891
174.6189
172.7285
170.8172
168.8842
166.9289
164.9504
162.9478
160.9203
158.867
156.7868
154.6786
152.5412
238.819
240.3652
241.8265
243.2044
244.5003
245.7155
246.8512
247.9085
248.8884
249.7919
250.6196
251.3725
252.051
252.656
253.1878
253.647
254.0339
254.3488
254.5921
254.7639
254.8644
254.8937
254.8518
254.7386
254.554
254.298
253.9703
253.5705
253.0985
252.5536
251.9356
251.2439
250.4777
249.6366
248.7196
247.726
246.6548
245.505
244.2755
242.9651
241.5725
240.0962
238.5347
236.8863
235.1492
233.3213
231.4007
229.3848
246.4981
251.5865
256.4124
260.9904
265.3333
269.4525
273.3581
277.0592
280.5638
283.8792
287.012
289.9681
292.7528
295.371
297.827
300.125
302.2684
304.2605
306.1043
307.8025
309.3574
310.7712
312.0458
313.1829
314.1841
315.0505
315.7834
316.3836
316.8519
317.1889
317.395
317.4704
317.4153
317.2295
316.913
316.4651
315.8855
315.1733
314.3277
313.3476
312.2317
310.9786
309.5866
308.0538
306.378
304.5571
302.5882
300.4686
255.4653
264.5055
272.992
280.9751
288.4964
295.5913
302.2898
308.6177
314.5973
320.2482
325.5875
330.6302
335.3898
339.8782
344.1059
348.0825
351.8164
355.3154
358.5863
361.6353
364.4679
367.0893
369.5037
371.7154
373.7279
375.5444
377.1677
378.6004
379.8445
380.9019
381.7742
382.4627
382.9683
383.2917
383.4335
383.3938
383.1725
382.7694
382.1839
381.4151
380.4619
379.3229
377.9965
376.4807
374.7732
372.8713
370.772
368.472
265.6812
279.0149
291.3871
302.9156
313.6934
323.7956
333.2835
342.2083
350.613
358.5341
366.003
373.0469
379.6895
385.9515
391.8511
397.4044
402.6259
407.5282
412.1227
416.4197
420.4282
424.1565
427.6118
430.8007
433.7291
436.4023
438.8249
441.001
442.9343
444.628
446.0847
447.3068
448.2962
449.0545
449.5827
449.8818
449.9522
449.7939
449.4068
448.7903
447.9434
446.8647
445.5527
444.0052
442.2198
440.1935
437.9231
435.4047
277.0951
295.0016
311.4275
326.5962
340.6756
353.796
366.0603
377.5521
388.3399
398.4809
408.0233
417.0082
425.471
433.4422
440.9485
448.0133
454.6571
460.8981
466.7525
472.2348
477.3576
482.1325
486.5697
490.6783
494.4667
497.9419
501.1107
503.9787
506.5511
508.8324
510.8264
512.5365
513.9655
515.1158
515.9893
516.5873
516.9108
516.9604
516.736
516.2374
515.4637
514.4138
513.0858
511.4777
509.5867
507.4098
504.9433
502.1828
288.896
311.319
331.6798
350.3382
367.5536
383.5202
398.3882
412.2767
425.2814
437.4812
448.9419
459.7185
469.8583
479.4016
488.3834
496.8341
504.7804
512.2459
519.2511
525.8146
531.9527
537.6799
543.0093
547.9524
552.5197
556.7203
560.5625
564.0537
567.2003
570.0081
572.4819
574.6262
576.4446
577.9402
579.1154
579.9723
580.5122
580.7361
580.6442
580.2365
579.5123
578.4703
577.1089
575.4258
573.4181
571.0825
568.4149
565.4106
302.0015
329.2269
353.7122
375.9932
396.4417
415.3285
432.8579
449.1891
464.4483
478.7382
492.1431
504.7335
516.5691
527.7006
538.1716
548.0202
557.2792
565.9776
574.1409
581.7916
588.9496
595.6329
601.857
607.6363
612.9832
617.909
622.4236
626.536
630.2541
633.5847
636.534
639.1073
641.309
643.1429
644.6123
645.7197
646.4667
646.8549
646.8846
646.5561
645.8688
644.8214
643.4124
641.6392
639.4988
636.9877
634.1012
630.8344
315.4833
347.4499
375.9597
401.7492
425.3136
447.005
467.0843
485.7515
503.1638
519.4475
534.7055
549.0235
562.4733
575.1157
587.0029
598.18
608.686
618.5552
627.8176
636.4997
644.6249
652.2141
659.2857
665.8563
671.9405
677.5515
682.7009
687.3991
691.6553
695.4776
698.8731
701.848
704.4077
706.5566
708.2985
709.6364
710.5726
711.1086
711.2455
710.9833
710.3217
709.2595
707.7949
705.9255
703.648
700.9584
697.8519
694.323
330.0292
366.9193
399.569
428.9477
455.6886
480.2323
502.9009
523.9376
543.532
561.8351
578.9692
595.0355
610.1183
624.2888
637.6078
650.1278
661.8941
672.9461
683.3186
693.0421
702.1435
710.6467
718.573
725.9413
732.7683
739.0692
744.8572
750.1442
754.9408
759.2562
763.0987
766.4752
769.392
771.8543
773.8663
775.4317
776.5531
777.2324
777.4708
777.2688
776.6258
775.5409
774.0122
772.0371
769.6121
766.733
763.3945
759.5908
345.1546
386.9844
423.7565
456.6944
486.5772
513.9383
539.1615
562.5347
584.2798
604.5725
623.5547
641.3428
658.0335
673.7085
688.4371
702.2788
715.2853
727.5012
738.9658
749.7135
759.7748
769.1766
777.9428
786.0947
793.6512
800.6292
807.0436
812.9079
818.2338
823.0318
827.311
831.0796
834.3444
837.1113
839.3852
841.1701
842.4692
843.2846
843.6179
843.4695
842.8392
841.7259
840.1277
838.0418
835.4646
832.3915
828.8171
824.7346
APPENDIX Q
Slope profile 5
Slope surface
x
y
0
55
110
165
220
275
330
385
440
495
550
605
660
715
770
825
880
935
990
1045
1100
1155
1210
1265
1320
1375
1430
1485
1540
1595
1650
1705
1760
1815
1870
1925
1980
2035
2090
2145
2200
2255
2310
2365
2420
2475
2530
2585
Indurated andesite
x
y
140.79
168.78
187.36
201.68
208.66
214.28
219.39
226.8
235.35
239.42
240
257.26
275.02
300.64
335.05
377.37
410.24
460.46
499.98
549.75
589.22
617.26
628.93
634.17
664.3
688.73
726.09
760.93
780
769.8
740
740
742.15
748.08
754.56
746.24
734.98
721.11
685.28
657.11
630.12
610.59
563.15
532.54
494.33
465.07
430.71
399.24
0
55
110
165
220
275
330
385
440
495
550
605
660
715
770
825
880
935
990
1045
1100
1155
1210
1265
1320
1375
1430
1510
1540
1595
1650
2090
2145
2200
2255
2310
2365
2420
2475
2530
2585
140.79
168.78
187.36
201.68
208.66
214.28
219.39
226.8
235.35
239.42
240
257.26
275.02
300.64
335.05
377.37
410.24
460.46
499.98
549.75
589.22
617.26
628.93
634.17
664.3
688.73
726.09
740
730
719.8
690
635.28
607.11
580.12
560.59
513.15
482.54
444.33
415.07
380.71
349.24
Altered andesite
x
y
1650
1705
1760
1815
1870
1925
1980
2035
2090
Block and ash flow
x
y
740
740
742.15
748.08
754.56
746.24
734.98
721.11
685.28
1430
1485
1540
1595
1650
2090
2145
2200
2255
2310
2365
2420
2475
2530
2585
Fmin
x
26.32
117.02
207.5
297.65
387.36
476.52
565.01
652.71
739.52
825.34
910.04
993.52
1075.68
1156.41
1235.62
1313.19
1389.04
1463.06
1535.16
1605.26
726.09
760.93
780
769.8
740
685.28
657.11
630.12
610.59
563.15
532.54
494.33
465.07
430.71
399.24
y
154.18
158.59
166.22
177.06
191.1
208.32
228.71
252.22
278.85
308.54
341.27
376.98
415.65
457.21
501.62
548.81
598.74
651.33
706.52
764.24
Matahina Ignimbrite
x
y
0
2585
75.54
75.54
APPENDIX Q
Watertable
y
x
1045
1100
1155
1210
1265
1320
1375
1430
1485
1540
1595
1650
1705
1760
1815
1870
1925
1980
2035
2090
2145
2200
2255
2310
2365
2420
2475
2530
2585
2640
2695
2750
2805
2860
2915
2970
3025
3080
3135
3190
3245
3300
3355
3410
3465
3520
3575
3630
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
100.9135
103.1276
105.2951
107.4189
109.5015
111.5453
113.5523
115.5244
117.4634
119.3709
121.2484
123.0973
124.9188
126.7141
128.4844
130.2306
131.9536
133.6545
135.334
136.9929
138.632
140.2519
141.8533
143.4368
145.003
146.5525
148.0858
149.6034
151.1057
152.5933
154.0664
155.5257
156.9713
158.4038
159.8234
161.2306
162.6255
164.0086
165.3801
166.7404
168.0896
169.4281
170.7561
172.0739
173.3816
174.6795
175.9679
177.2469
168.4981
171.7885
174.9341
177.9425
180.8207
183.5746
186.2099
188.7315
191.1438
193.4511
195.657
197.7649
199.7778
201.6988
203.5302
205.2746
206.9342
208.5109
210.0067
211.4232
212.7621
214.0247
215.2125
216.3267
217.3684
218.3386
219.2383
220.0683
220.8295
221.5225
222.148
222.7066
223.1987
223.6249
223.9854
224.2806
224.5107
224.676
224.7766
224.8125
224.7839
224.6906
224.5327
224.3099
224.0221
223.669
223.2503
222.7657
218.3159
222.4599
226.3961
230.1352
233.6866
237.0589
240.2595
243.2952
246.1721
248.8957
251.471
253.9025
256.1943
258.3502
260.3734
262.2672
264.0341
265.6769
267.1977
268.5987
269.8816
271.0483
272.1002
273.0385
273.8646
274.5793
275.1836
275.6782
276.0636
276.3404
276.5088
276.5691
276.5214
276.3654
276.1012
275.7284
275.2465
274.6549
273.953
273.1399
272.2146
271.1759
270.0226
268.7532
267.366
265.8591
264.2306
262.4781
301.632
307.2418
312.5449
317.5567
322.2908
326.7591
330.9726
334.9408
338.6723
342.1749
345.4556
348.5205
351.3755
354.0254
356.475
358.7282
360.7889
362.6603
364.3452
365.8463
367.1658
368.3057
369.2676
370.053
370.6629
371.0982
371.3595
371.4473
371.3615
371.1022
370.6689
370.061
369.2776
368.3177
367.1799
365.8624
364.3634
362.6806
360.8114
358.7529
356.5019
354.0546
351.4069
348.5544
345.4919
342.2137
338.7137
334.9848
328.1351
334.2163
339.9603
345.3837
350.5016
355.3271
359.872
364.1468
368.1608
371.9226
375.4397
378.719
381.7665
384.5878
387.1878
389.5709
391.7412
393.702
395.4567
397.0078
398.3577
399.5086
400.462
401.2195
401.7821
402.1506
402.3256
402.3074
402.0958
401.6907
401.0913
400.2969
399.3063
398.1179
396.7301
395.1408
393.3474
391.3472
389.137
386.7132
384.0718
381.2081
378.1173
374.7936
371.2308
367.4219
363.3593
359.0342
382.5765
389.6307
396.2854
402.5605
408.4735
414.04
419.2736
424.1868
428.7905
433.0947
437.1081
440.8388
444.2937
447.4794
450.4015
453.0652
455.4749
457.6347
459.5481
461.2182
462.6475
463.8384
464.7927
465.5118
465.9967
466.2484
466.267
466.0527
465.6051
464.9235
464.007
462.854
461.463
459.8316
457.9573
455.8372
453.4677
450.8449
447.9645
444.8214
441.4099
437.7238
433.7561
429.4991
424.9439
420.0809
414.8993
409.387
436.3114
444.3299
451.8883
459.0095
465.7134
472.0179
477.9387
483.4899
488.6842
493.5328
498.0459
502.2323
506.1004
509.6572
512.9093
515.8625
518.5218
520.8918
522.9764
524.7789
526.3024
527.5491
528.5211
529.2199
529.6466
529.8018
529.6857
529.2982
528.6386
527.7061
526.499
525.0156
523.2534
521.2097
518.881
516.2637
513.3531
510.1444
506.6319
502.8091
498.669
494.2035
489.4039
484.26
478.761
472.8942
466.646
460.0006
489.5725
498.5494
507.0068
514.97
522.4619
529.5023
536.109
542.2979
548.0832
553.4775
558.4921
563.1373
567.4219
571.3542
574.9415
578.19
581.1055
583.6931
585.9569
587.9008
589.528
590.841
591.842
592.5324
592.9135
592.9858
592.7495
592.204
591.3487
590.1821
588.7024
586.9072
584.7937
582.3583
579.597
576.5052
573.0774
569.3076
565.1889
560.7138
555.8735
550.6584
545.0577
539.0596
532.6504
525.8153
518.5373
510.7976
535.8153
545.6261
554.8656
563.5621
571.7404
579.4223
586.6273
593.3729
599.6746
605.5461
611
616.0472
620.6978
624.9605
628.8433
632.3532
635.4963
638.278
640.7031
642.7756
644.4989
645.8758
646.9085
647.5987
647.9474
647.9552
647.6221
646.9476
645.9306
644.5696
642.8622
640.8057
638.3969
635.6315
632.5051
629.0122
625.1466
620.9015
616.2688
611.24
605.805
599.9528
593.6712
586.9462
579.7626
572.1029
563.9479
555.2756
596.1362
607.0361
617.2979
626.9529
636.0289
644.5502
652.5386
660.0134
666.992
673.4897
679.5203
685.0961
690.2283
694.9265
699.1996
703.0554
706.5005
709.5411
712.1823
714.4286
716.2836
717.7504
718.8313
719.5282
719.842
719.7734
719.3222
718.4877
717.2685
715.6627
713.6677
711.2802
708.4962
705.311
701.7193
697.7146
693.2898
688.4369
683.1468
677.409
671.2123
664.5437
657.389
649.7319
641.5546
632.8369
623.5561
613.6867
647.3845
659.2107
670.3423
680.8131
690.6534
699.8896
708.5454
716.6419
724.1978
731.2298
737.753
743.7807
749.3249
754.3962
759.0041
763.1571
766.8624
770.1267
772.9554
775.3533
777.3244
778.872
779.9985
780.7059
780.9952
780.8668
780.3207
779.3559
777.9708
776.1633
773.9303
771.2681
768.1723
764.6377
760.658
756.2264
751.3347
745.9739
740.1339
733.8032
726.9689
719.6168
711.7308
703.2929
694.283
684.6785
674.454
663.5809
APPENDIX Q
Slope profile 5a
Slope surface
y
x
110
165
220
275
330
385
440
495
550
605
660
715
770
825
880
935
990
1045
1100
1155
1210
1265
1320
1375
1430
1485
1540
1595
1650
1705
1760
1815
1870
1925
1980
2035
2090
2145
2200
2255
2310
2365
2420
2475
2530
2585
2640
2690.76
Indurated andesite
x
y
185.14
172.62
171.19
176.07
182.35
188.54
194.76
201.47
210.67
219.85
231.65
244.74
260.68
277.09
302.17
321.35
342.83
374.6
400.67
432.91
467.12
495.52
534.25
565.74
612.51
630.95
659.42
687.28
722.56
735.48
747.08
754.68
747.78
741.78
740
740
773.54
780
759.32
724.84
687.64
662.91
633.68
628.45
616.05
587.2
547.04
501.99
110
165
220
275
330
385
440
495
550
605
660
715
770
825
880
935
990
1045
1100
1155
1210
1265
1320
1375
1430
1485
1540
1595
1650
1705
1760
2145
2200
2255
2310
2365
2420
2475
2530
2585
2640
2690.76
Altered andesite
x
y
135.14
1760
122.62
1815
121.19
1870
126.07
1925
132.35
1980
138.54
2035
144.76
2090
151.47
2145
160.67
169.85
181.65
194.74
210.68
227.09
252.17
271.35
292.83
324.6
350.67
382.91
417.12
445.52
484.25
515.74
562.51
580.95
609.42
637.28 Fmin
672.56 x
y
685.48
697.08
477
730
553.9
709.32
631.1
674.84
708.37
668
785.47
662.91
862.15
633.68
938.18
628.45 1013.33
616.05 1087.35
587.2 1160.03
547.04 1231.14
501.99 1300.44
1367.74
1432.83
1495.49
1555.54
1612.78
1667.05
1718.18
1766
747.08
754.68
747.78
741.78
740
740
773.54
780
199.27
191.66
188.33
189.31
194.58
204.14
217.95
235.97
258.14
284.4
314.67
348.84
386.82
428.48
473.71
522.35
574.25
629.26
687.21
747.91
Block and ash flow
x
y
110
165
220
275
330
385
440
495
550
605
660
715
770
825
880
935
990
1045
1100
1155
1210
1265
1320
1375
1430
1485
1540
1595
1650
1705
1760
2145
2200
2255
2310
2365
185.14
172.62
171.19
176.07
182.35
188.54
194.76
201.47
210.67
219.85
231.65
244.74
260.68
277.09
302.17
321.35
342.83
374.6
400.67
432.91
467.12
495.52
534.25
565.74
612.51
630.95
659.42
687.28
722.56
735.48
747.08
780
759.32
724.84
687.64
662.91
Matahina Ignimbrite
x
y
110
2690.76
70
70
APPENDIX Q
Watertable
y
x
1045
1100
1155
1210
1265
1320
1375
1430
1485
1540
1595
1650
1705
1760
1815
1870
1925
1980
2035
2090
2145
2200
2255
2310
2365
2420
2475
2530
2585
2640
2695
2750
2805
2860
2915
2970
3025
3080
3135
3190
3245
3300
3355
3410
3465
3520
3575
3630
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
100.9135
103.1276
105.2951
107.4189
109.5015
111.5453
113.5523
115.5244
117.4634
119.3709
121.2484
123.0973
124.9188
126.7141
128.4844
130.2306
131.9536
133.6545
135.334
136.9929
138.632
140.2519
141.8533
143.4368
145.003
146.5525
148.0858
149.6034
151.1057
152.5933
154.0664
155.5257
156.9713
158.4038
159.8234
161.2306
162.6255
164.0086
165.3801
166.7404
168.0896
169.4281
170.7561
172.0739
173.3816
174.6795
175.9679
177.2469
168.4981
171.7885
174.9341
177.9425
180.8207
183.5746
186.2099
188.7315
191.1438
193.4511
195.657
197.7649
199.7778
201.6988
203.5302
205.2746
206.9342
208.5109
210.0067
211.4232
212.7621
214.0247
215.2125
216.3267
217.3684
218.3386
219.2383
220.0683
220.8295
221.5225
222.148
222.7066
223.1987
223.6249
223.9854
224.2806
224.5107
224.676
224.7766
224.8125
224.7839
224.6906
224.5327
224.3099
224.0221
223.669
223.2503
222.7657
218.3159
222.4599
226.3961
230.1352
233.6866
237.0589
240.2595
243.2952
246.1721
248.8957
251.471
253.9025
256.1943
258.3502
260.3734
262.2672
264.0341
265.6769
267.1977
268.5987
269.8816
271.0483
272.1002
273.0385
273.8646
274.5793
275.1836
275.6782
276.0636
276.3404
276.5088
276.5691
276.5214
276.3654
276.1012
275.7284
275.2465
274.6549
273.953
273.1399
272.2146
271.1759
270.0226
268.7532
267.366
265.8591
264.2306
262.4781
301.632
307.2418
312.5449
317.5567
322.2908
326.7591
330.9726
334.9408
338.6723
342.1749
345.4556
348.5205
351.3755
354.0254
356.475
358.7282
360.7889
362.6603
364.3452
365.8463
367.1658
368.3057
369.2676
370.053
370.6629
371.0982
371.3595
371.4473
371.3615
371.1022
370.6689
370.061
369.2776
368.3177
367.1799
365.8624
364.3634
362.6806
360.8114
358.7529
356.5019
354.0546
351.4069
348.5544
345.4919
342.2137
338.7137
334.9848
328.1351
334.2163
339.9603
345.3837
350.5016
355.3271
359.872
364.1468
368.1608
371.9226
375.4397
378.719
381.7665
384.5878
387.1878
389.5709
391.7412
393.702
395.4567
397.0078
398.3577
399.5086
400.462
401.2195
401.7821
402.1506
402.3256
402.3074
402.0958
401.6907
401.0913
400.2969
399.3063
398.1179
396.7301
395.1408
393.3474
391.3472
389.137
386.7132
384.0718
381.2081
378.1173
374.7936
371.2308
367.4219
363.3593
359.0342
382.5765
389.6307
396.2854
402.5605
408.4735
414.04
419.2736
424.1868
428.7905
433.0947
437.1081
440.8388
444.2937
447.4794
450.4015
453.0652
455.4749
457.6347
459.5481
461.2182
462.6475
463.8384
464.7927
465.5118
465.9967
466.2484
466.267
466.0527
465.6051
464.9235
464.007
462.854
461.463
459.8316
457.9573
455.8372
453.4677
450.8449
447.9645
444.8214
441.4099
437.7238
433.7561
429.4991
424.9439
420.0809
414.8993
409.387
436.3114
444.3299
451.8883
459.0095
465.7134
472.0179
477.9387
483.4899
488.6842
493.5328
498.0459
502.2323
506.1004
509.6572
512.9093
515.8625
518.5218
520.8918
522.9764
524.7789
526.3024
527.5491
528.5211
529.2199
529.6466
529.8018
529.6857
529.2982
528.6386
527.7061
526.499
525.0156
523.2534
521.2097
518.881
516.2637
513.3531
510.1444
506.6319
502.8091
498.669
494.2035
489.4039
484.26
478.761
472.8942
466.646
460.0006
489.5725
498.5494
507.0068
514.97
522.4619
529.5023
536.109
542.2979
548.0832
553.4775
558.4921
563.1373
567.4219
571.3542
574.9415
578.19
581.1055
583.6931
585.9569
587.9008
589.528
590.841
591.842
592.5324
592.9135
592.9858
592.7495
592.204
591.3487
590.1821
588.7024
586.9072
584.7937
582.3583
579.597
576.5052
573.0774
569.3076
565.1889
560.7138
555.8735
550.6584
545.0577
539.0596
532.6504
525.8153
518.5373
510.7976
535.8153
545.6261
554.8656
563.5621
571.7404
579.4223
586.6273
593.3729
599.6746
605.5461
611
616.0472
620.6978
624.9605
628.8433
632.3532
635.4963
638.278
640.7031
642.7756
644.4989
645.8758
646.9085
647.5987
647.9474
647.9552
647.6221
646.9476
645.9306
644.5696
642.8622
640.8057
638.3969
635.6315
632.5051
629.0122
625.1466
620.9015
616.2688
611.24
605.805
599.9528
593.6712
586.9462
579.7626
572.1029
563.9479
555.2756
596.1362
607.0361
617.2979
626.9529
636.0289
644.5502
652.5386
660.0134
666.992
673.4897
679.5203
685.0961
690.2283
694.9265
699.1996
703.0554
706.5005
709.5411
712.1823
714.4286
716.2836
717.7504
718.8313
719.5282
719.842
719.7734
719.3222
718.4877
717.2685
715.6627
713.6677
711.2802
708.4962
705.311
701.7193
697.7146
693.2898
688.4369
683.1468
677.409
671.2123
664.5437
657.389
649.7319
641.5546
632.8369
623.5561
613.6867
647.3845
659.2107
670.3423
680.8131
690.6534
699.8896
708.5454
716.6419
724.1978
731.2298
737.753
743.7807
749.3249
754.3962
759.0041
763.1571
766.8624
770.1267
772.9554
775.3533
777.3244
778.872
779.9985
780.7059
780.9952
780.8668
780.3207
779.3559
777.9708
776.1633
773.9303
771.2681
768.1723
764.6377
760.658
756.2264
751.3347
745.9739
740.1339
733.8032
726.9689
719.6168
711.7308
703.2929
694.283
684.6785
674.454
663.5809
APPENDIX Q
Slope profile 6
Slope surface
x
y
0
55
110
165
220
275
330
385
440
495
550
605
660
715
770
825
880
935
990
1045
1100
1155
1210
1265
1320
1375
1430
1485
1540
1595
1650
1705
1760
1815
1870
1925
1980
2035
2090
2145
2200
2255
2310
2365
2420
2475
2530
2585
Indurated andesite
x
y
86.61
86.78
85.97
90.91
100.21
100
100
103.68
102.67
103.35
120.49
129.87
137.71
144.75
165.69
178.8
196.39
200
233.59
272.67
314.59
354.11
388.44
416.86
452.24
488.57
524.03
575.88
614.7
638.9
687.51
721.75
746.33
760
751.44
740
740
740
760
760
721.29
688.74
656.37
614.08
577.25
564.7
554.06
540.38
550
605
660
715
770
825
880
935
990
1025
1045
1100
1155
1210
1265
1320
1375
1430
1485
1540
1595
1650
1705
1760
1815
2090
2145
2200
2255
2310
2365
2420
2475
2530
2585
70.49
79.87
87.71
94.75
115.69
128.8
146.39
150
183.59
222.67
272.67
314.59
354.11
388.44
416.86
452.24
488.57
524.03
575.88
614.7
638.9
687.51
721.75
746.33
760
760
760
721.29
688.74
656.37
614.08
577.25
564.7
554.06
540.38
Altered andesite
x
y
1815
1870
1925
1980
2035
2090
Block and ash flow
x
y
760
751.44
740
740
740
760
0
55
110
165
220
275
330
385
440
495
550
605
660
715
770
825
880
935
990
1045
Fmin
x
200
312.57
425.21
537.77
650.07
761.97
873.31
983.92
1093.66
1202.37
1309.89
1416.08
1520.78
1623.85
1725.14
1824.5
1921.81
2016.92
2109.69
2200
86.61
86.78
85.97
90.91
100.21
100
100
103.68
102.67
103.35
120.49
129.87
137.71
144.75
165.69
178.8
196.39
200
233.59
272.67
y
96.83
92.85
93.1
97.59
106.29
119.2
136.31
157.58
182.99
212.5
246.07
283.66
325.2
370.65
419.93
472.98
529.73
590.08
653.97
721.29
Matahina Ignimbrite
x
y
0
2585
70
70
APPENDIX Q
Watertable
y
x
110
165
220
275
330
385
440
495
550
605
660
715
770
825
880
935
990
1045
1100
1155
1210
1265
1320
1375
1430
1485
1540
1595
1650
1705
1760
1815
1870
1925
1980
2035
2090
2145
2200
2255
2310
2365
2420
2475
2530
2585
2640
2695
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
83.0376
83.27095
83.50366
83.73572
83.96714
84.19792
84.42807
84.6576
84.8865
85.11479
85.34247
85.56954
85.79601
86.02189
86.24717
86.47187
86.69598
86.91952
87.14249
87.36488
87.58671
87.80798
88.02869
88.24885
88.46847
88.68754
88.90607
89.12406
89.34152
89.55846
89.77486
89.99075
90.20613
90.42099
90.63534
90.84918
91.06252
91.27537
91.48772
91.69957
91.91094
92.12182
92.33223
92.54215
92.7516
92.96057
93.16908
93.37712
92.02305
96.24998
100.2009
103.9072
107.3943
110.6829
113.7902
116.7306
119.5166
122.1586
124.6659
127.0464
129.307
131.4541
133.493
135.4286
137.2654
139.0072
140.6576
142.2197
143.6965
145.0905
146.4041
147.6394
148.7984
149.8829
150.8945
151.8345
152.7045
153.5054
154.2385
154.9047
155.5048
156.0396
156.5098
156.9159
157.2585
157.5379
157.7546
157.9087
158.0004
158.0299
157.9971
157.9021
157.7448
157.5248
157.2421
156.8962
104.4626
113.51
121.6816
129.1436
136.0129
142.3753
148.2961
153.8263
159.0067
163.8703
168.4448
172.7529
176.8143
180.6455
184.2609
187.673
190.8927
193.9296
196.7921
199.4877
202.0231
204.4043
206.6366
208.7248
210.6732
212.4856
214.1654
215.7158
217.1396
218.4392
219.6168
220.6743
221.6136
222.436
223.143
223.7355
224.2145
224.5807
224.8346
224.9767
225.0072
224.926
224.7331
224.4282
224.0109
223.4804
222.8361
222.0768
118.9758
132.996
145.3611
156.4642
166.5577
175.8157
184.364
192.2974
199.6891
206.5972
213.0689
219.1427
224.851
230.2209
235.2755
240.0349
244.5162
248.7346
252.703
256.4332
259.9354
263.2188
266.2913
269.1602
271.8321
274.3125
276.6067
278.7193
280.6544
282.4156
284.0062
285.429
286.6865
287.7809
288.714
289.4874
290.1024
290.5599
290.8608
291.0055
290.9942
290.8269
290.5034
290.0231
289.3853
288.5889
287.6325
286.5147
135.3427
154.4457
171.0162
185.7332
199.0083
211.1138
222.2408
232.5299
242.0878
250.9982
259.3279
267.131
274.4526
281.3303
287.7958
293.8764
299.5955
304.9735
310.0281
314.7749
319.2276
323.3983
327.2979
330.936
334.321
337.4606
340.3615
343.0299
345.4711
347.69
349.6906
351.4768
353.0519
354.4185
355.5793
356.536
357.2904
357.8439
358.1972
358.3509
358.3055
358.0607
357.6162
356.9711
356.1246
355.0749
353.8205
352.3591
152.8111
176.9449
197.6412
215.891
232.2716
247.1549
260.7974
273.385
285.0574
295.9229
306.0675
315.5608
324.4598
332.8123
340.6584
348.0325
354.9639
361.4782
367.5974
373.341
378.7261
383.7678
388.4794
392.8729
396.9588
400.7465
404.2443
407.4599
410.3997
413.0697
415.4751
417.6204
419.5096
421.1463
422.5333
423.673
424.5675
425.2183
425.6266
425.793
425.7178
425.4008
424.8417
424.0393
422.9923
421.6988
420.1567
418.3632
170.7608
199.7814
224.472
246.139
265.5238
283.0955
299.1737
313.988
327.7098
340.4713
352.3767
363.5102
373.9408
383.7258
392.9134
401.5447
409.6547
417.274
424.4288
431.1424
437.4351
443.3247
448.8272
453.9566
458.7255
463.1449
467.2249
470.9741
474.4006
477.5111
480.3119
482.8083
485.0051
486.9063
488.5153
489.835
490.8678
491.6154
492.0793
492.2601
492.1581
491.7733
491.1049
490.1518
488.9123
487.3843
485.5649
483.451
189.5659
223.494
252.1921
277.289
299.6906
319.9637
338.4909
355.5452
371.3297
386
399.679
412.4653
424.4396
435.6688
446.2091
456.1084
465.4076
474.1419
482.342
490.0348
497.2438
503.9898
510.2911
516.1641
521.6231
526.6811
531.3495
535.6385
539.5571
543.1134
546.3145
549.1665
551.6749
553.8443
555.6787
557.1814
558.3551
559.2018
559.7231
559.9199
559.7925
559.3406
558.5636
557.4599
556.0278
554.2645
552.1671
549.7316
208.416
247.107
279.6958
308.1247
333.4594
356.3604
377.2711
396.5066
414.3003
430.8308
446.2385
460.6362
474.1159
486.7537
498.6139
509.7505
520.2101
530.0329
539.2535
547.9024
556.0062
563.5886
570.6702
577.2695
583.4028
589.0848
594.3284
599.145
603.5449
607.5371
611.1297
614.3297
617.1431
619.5752
621.6305
623.3127
624.6249
625.5694
626.1477
626.3611
626.2097
625.6934
624.8113
623.5617
621.9426
619.9509
617.5831
614.8348
227.8316
271.3081
307.8088
339.5906
367.8786
393.4271
416.7403
438.1751
457.9953
476.4025
493.5548
509.5789
524.5783
538.6385
551.8313
564.2176
575.8495
586.7717
597.0233
606.6382
615.6464
624.0739
631.9442
639.2777
646.0928
652.4056
658.2307
663.5809
668.4676
672.9008
676.8896
680.4417
683.5639
686.262
688.5412
690.4055
691.8582
692.902
693.5388
693.7695
693.5947
693.014
692.0265
690.6303
688.823
686.6013
683.9612
680.8978
247.1907
295.3467
335.6761
370.7421
401.9245
430.0689
455.7386
479.3313
501.1404
521.3898
540.2549
557.8761
574.368
589.8252
604.3272
617.9412
630.7248
642.7275
653.9922
664.5566
674.4534
683.7118
692.3573
700.4126
707.8979
714.8311
721.228
727.1029
732.4684
737.3354
741.7139
745.6125
749.0385
751.9986
754.4982
756.5419
758.1332
759.2752
759.9697
760.2181
760.0208
759.3774
758.2868
756.747
754.7554
752.3082
749.4011
746.0287
APPENDIX Q
Slope profile 6a
Slope surface
x
y
110
165
220
275
330
385
440
495
550
605
660
715
770
825
880
935
990
1045
1100
1155
1210
1265
1320
1375
1430
1485
1540
1595
1650
1705
1760
1815
1870
1925
1980
2035
2090
2145
2200
2255
2310
2365
2420
2475
2530
2585
Indurated andesite
x
y
213.82
251.53
275.89
302.47
325.12
343.59
357.03
366.75
380
394.2
400
409.82
432.08
447.63
453.41
484.02
515.36
540.08
546.18
565.73
568.8
604.03
639.65
678.99
707.55
747.04
760
740
740
740
746.29
760
755.69
728.42
700.07
659.97
624.17
592.76
541.38
502.28
465.93
428.69
397.39
368.13
329.93
288.36
110
165
220
275
330
385
440
495
550
605
660
715
770
825
880
935
990
1045
1100
1155
1210
1265
1320
1375
1430
1485
1540
1595
1925
1980
2035
2090
2145
2200
2255
2310
2365
2420
2475
2530
2585
213.82
251.53
275.89
302.47
325.12
343.59
357.03
366.75
380
394.2
400
409.82
432.08
447.63
453.41
484.02
515.36
540.08
546.18
565.73
568.8
604.03
639.65
678.99
707.55
747.04
760
740
728.42
700.07
659.97
624.17
592.76
541.38
502.28
465.93
428.69
397.39
368.13
329.93
288.36
Altered andesite
x
y
1595
1650
1705
1760
1815
1870
1925
Matahina Ignimbrite
x
y
740
740
740
746.29
760
755.69
728.42
110
2585
Fmin
x
150
234.14
318.11
401.82
485.22
568.22
650.75
732.75
814.15
894.87
974.84
1054
1132.28
1209.61
1285.93
1361.16
1435.25
1508.12
1579.73
1650
70
70
y
241.25
246.06
253.34
263.08
275.26
289.89
306.94
326.41
348.27
372.5
399.09
428.02
459.25
492.77
528.53
566.52
606.69
649.02
693.47
740
APPENDIX Q
Watertable
x
y
1265
1320
1375
1430
1485
1540
1595
1650
1705
1760
1815
1870
1925
1980
2035
2090
2145
2200
2255
2310
2365
2420
2475
2530
2585
2640
2695
2750
2805
2860
2915
2970
3025
3080
3135
3190
3245
3300
3355
3410
3465
3520
3575
3630
3685
3740
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
95.43261
95.22905
95.02507
94.82064
94.61577
94.41046
94.2047
93.99849
93.79182
93.5847
93.37712
93.16908
92.96057
92.7516
92.54215
92.33223
92.12182
91.91094
91.69957
91.48772
91.27537
91.06252
90.84918
90.63534
90.42099
90.20613
89.99075
89.77486
89.55846
89.34152
89.12406
88.90607
88.68754
88.46847
88.24885
88.02869
87.80798
87.58671
87.36488
87.14249
86.91952
86.69598
86.47187
86.24717
86.02189
85.79601
149.8279
150.8432
151.787
152.6606
153.4651
154.2018
154.8714
155.475
156.0132
156.4867
156.8962
157.2421
157.5248
157.7448
157.9021
157.9971
158.0299
158.0004
157.9087
157.7546
157.5379
157.2585
156.9159
156.5098
156.0396
155.5048
154.9047
154.2385
153.5054
152.7045
151.8345
150.8945
149.8829
148.7984
147.6394
146.4041
145.0905
143.6965
142.2197
140.6576
139.0072
137.2654
135.4286
133.493
131.4541
129.307
207.7938
209.8052
211.6789
213.4185
215.0274
216.5084
217.8641
219.0968
220.2087
221.2015
222.0768
222.8361
223.4804
224.0109
224.4282
224.7331
224.926
225.0072
224.9767
224.8346
224.5807
224.2145
223.7355
223.143
222.436
221.6136
220.6743
219.6168
218.4392
217.1396
215.7158
214.1654
212.4856
210.6732
208.7248
206.6366
204.4043
202.0231
199.4877
196.7921
193.9296
190.8927
187.673
184.2609
180.6455
176.8143
265.8595
268.7575
271.4574
273.9652
276.2861
278.4247
280.3853
282.1714
283.7865
285.2334
286.5147
287.6325
288.5889
289.3853
290.0231
290.5034
290.8269
290.9942
291.0055
290.8608
290.5599
290.1024
289.4874
288.714
287.7809
286.6865
285.429
284.0062
282.4156
280.6544
278.7193
276.6067
274.3125
271.8321
269.1602
266.2913
263.2188
259.9354
256.4332
252.703
248.7346
244.5162
240.0349
235.2755
230.2209
224.851
325.5512
329.3075
332.807
336.0577
339.0668
341.8406
344.3849
346.7047
348.8044
350.688
352.3591
353.8205
355.0749
356.1246
356.9711
357.6162
358.0607
358.3055
358.3509
358.1972
357.8439
357.2904
356.536
355.5793
354.4185
353.0519
351.4768
349.6906
347.69
345.4711
343.0299
340.3615
337.4606
334.321
330.936
327.2979
323.3983
319.2276
314.7749
310.0281
304.9735
299.5955
293.8764
287.7958
281.3303
274.4526
385.5838
390.174
394.4503
398.4226
402.1
405.4905
408.6012
411.4386
414.0082
416.3149
418.3632
420.1567
421.6988
422.9923
424.0393
424.8417
425.4008
425.7178
425.793
425.6266
425.2183
424.5675
423.673
422.5333
421.1463
419.5096
417.6204
415.4751
413.0697
410.3997
407.4599
404.2443
400.7465
396.9588
392.8729
388.4794
383.7678
378.7261
373.341
367.5974
361.4782
354.9639
348.0325
340.6584
332.8123
324.4598
444.8977
450.2948
455.3224
459.9928
464.3166
468.3035
471.9619
475.2996
478.3232
481.0386
483.451
485.5649
487.3843
488.9123
490.1518
491.1049
491.7733
492.1581
492.2601
492.0793
491.6154
490.8678
489.835
488.5153
486.9063
485.0051
482.8083
480.3119
477.5111
474.4006
470.9741
467.2249
463.1449
458.7255
453.9566
448.8272
443.3247
437.4351
431.1424
424.4288
417.274
409.6547
401.5447
392.9134
383.7258
373.9408
505.374
511.5824
517.3657
522.7379
527.7117
532.2982
536.5072
540.3478
543.8276
546.9535
549.7316
552.1671
554.2645
556.0278
557.4599
558.5636
559.3406
559.7925
559.9199
559.7231
559.2018
558.3551
557.1814
555.6787
553.8443
551.6749
549.1665
546.3145
543.1134
539.5571
535.6385
531.3495
526.6811
521.6231
516.1641
510.2911
503.9898
497.2438
490.0348
482.342
474.1419
465.4076
456.1084
446.2091
435.6688
424.4396
564.8267
571.8251
578.3441
584.3998
590.0064
595.1766
599.9218
604.2518
608.1756
611.701
614.8348
617.5831
619.9509
621.9426
623.5617
624.8113
625.6934
626.2097
626.3611
626.1477
625.5694
624.6249
623.3127
621.6305
619.5752
617.1431
614.3297
611.1297
607.5371
603.5449
599.145
594.3284
589.0848
583.4028
577.2695
570.6702
563.5886
556.0062
547.9024
539.2535
530.0329
520.2101
509.7505
498.6139
486.7537
474.1159
625.1923
632.9873
640.2483
646.9932
653.2379
658.9968
664.2824
669.1059
673.4773
677.4054
680.8978
683.9612
686.6013
688.823
690.6303
692.0265
693.014
693.5947
693.7695
693.5388
692.902
691.8582
690.4055
688.5412
686.262
683.5639
680.4417
676.8896
672.9008
668.4676
663.5809
658.2307
652.4056
646.0928
639.2777
631.9442
624.0739
615.6464
606.6382
597.0233
586.7717
575.8495
564.2176
551.8313
538.6385
524.5783
684.7328
693.3096
701.2986
708.7198
715.5908
721.9272
727.7432
733.051
737.8616
742.1847
746.0287
749.4011
752.3082
754.7554
756.747
758.2868
759.3774
760.0208
760.2181
759.9697
759.2752
758.1332
756.5419
754.4982
751.9986
749.0385
745.6125
741.7139
737.3354
732.4684
727.1029
721.228
714.8311
707.8979
700.4126
692.3573
683.7118
674.4534
664.5566
653.9922
642.7275
630.7248
617.9412
604.3272
589.8252
574.368
APPENDIX R: COMBINATIONS OF EARTHQUAKE FORCE, WATERTABLE ELEVATION AND D, AND
RESULTING F VALUES
Slope profile 4
WT
F
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
D
1.5
1.34
1.21
1.09
1
0.83
0.7
1.46
1.3
1.17
1.06
0.97
0.81
0.68
1.41
1.26
1.14
1.03
0.94
0.78
0.66
1.36
1.22
1.1
0.99
0.9
0.75
0.64
1.3
1.17
1.05
0.95
0.86
0.72
0.61
1.24
1.11
1
0.91
0.82
0.69
0.58
1.18
1.05
0.95
0.86
0.78
0.65
0.55
1.1
0.99
0.89
0.8
0.73
0.61
0.51
1.02
0.91
0.82
0.74
0.68
0.57
0.48
0.93
0.83
0.75
0.68
0.62
0.52
0.43
0.83
0.74
0.67
0.6
0.55
0.46
0.39
G
0
0
0
0
0
0
0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.9
0.9
0.9
0.9
0.9
0.9
0.9
1
1
1
1
1
1
1
WT
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
F
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
D
1.49
1.33
1.2
1.08
0.98
0.82
0.69
1.44
1.29
1.16
1.05
0.95
0.79
0.67
1.4
1.25
1.12
1.02
0.92
0.77
0.65
1.35
1.2
1.08
0.98
0.89
0.74
0.63
1.29
1.15
1.04
0.94
0.85
0.71
0.6
1.23
1.1
0.99
0.9
0.81
0.68
0.57
1.16
1.04
0.94
0.85
0.77
0.64
0.54
1.09
0.97
0.88
0.79
0.72
0.6
0.51
1.01
0.9
0.81
0.74
0.67
0.56
0.47
0.92
0.82
0.74
0.67
0.61
0.51
0.43
0.82
0.73
0.66
0.6
0.54
0.45
0.38
G
0
0
0
0
0
0
0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.9
0.9
0.9
0.9
0.9
0.9
0.9
1
1
1
1
1
1
1
WT
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
F
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
D
1.4
1.25
1.12
1.01
0.92
0.76
0.64
1.36
1.21
1.09
0.98
0.89
0.74
0.62
1.32
1.17
1.05
0.95
0.86
0.71
0.6
1.27
1.13
1.02
0.92
0.83
0.69
0.58
1.22
1.08
0.97
0.88
0.8
0.66
0.55
1.16
1.03
0.93
0.84
0.76
0.63
0.53
1.1
0.98
0.88
0.79
0.72
0.59
0.5
1.03
0.92
0.82
0.74
0.67
0.56
0.47
0.95
0.85
0.76
0.69
0.62
0.52
0.43
0.87
0.77
0.69
0.63
0.57
0.47
0.39
0.77
0.69
0.62
0.56
0.51
0.42
0.35
G
0
0
0
0
0
0
0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.9
0.9
0.9
0.9
0.9
0.9
0.9
1
1
1
1
1
1
1
WT
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
F
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
D
1.31
1.17
1.05
0.94
0.85
0.7
0.58
1.27
1.13
1.01
0.91
0.82
0.68
0.57
1.23
1.1
0.98
0.88
0.8
0.66
0.55
1.19
1.06
0.95
0.85
0.77
0.63
0.53
1.14
1.01
0.91
0.82
0.74
0.61
0.51
1.08
0.97
0.86
0.78
0.7
0.58
0.48
1.02
0.91
0.82
0.73
0.66
0.55
0.46
0.96
0.85
0.76
0.69
0.62
0.51
0.43
0.89
0.79
0.71
0.64
0.58
0.47
0.39
0.81
0.72
0.64
0.58
0.52
0.43
0.36
0.72
0.64
0.57
0.51
0.47
0.38
0.32
G
0
0
0
0
0
0
0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.9
0.9
0.9
0.9
0.9
0.9
0.9
1
1
1
1
1
1
1
WT
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
F
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
D
1.2
1.06
0.95
0.85
0.77
0.62
0.51
1.16
1.03
0.92
0.82
0.74
0.61
0.5
1.12
1
0.89
0.8
0.72
0.59
0.48
1.08
0.96
0.86
0.77
0.69
0.57
0.47
1.04
0.92
0.82
0.74
0.66
0.54
0.45
0.99
0.88
0.78
0.7
0.63
0.52
0.42
0.93
0.83
0.74
0.66
0.6
0.49
0.4
0.87
0.78
0.69
0.62
0.56
0.46
0.38
0.81
0.72
0.64
0.57
0.52
0.42
0.35
0.74
0.65
0.58
0.52
0.47
0.38
0.32
0.65
0.58
0.52
0.46
0.42
0.34
0.28
G
0
0
0
0
0
0
0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.9
0.9
0.9
0.9
0.9
0.9
0.9
1
1
1
1
1
1
1
WT
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
F
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
D
1.06
0.94
0.83
0.74
0.67
0.54
0.44
1.03
0.91
0.81
0.72
0.65
0.52
0.42
1
0.88
0.78
0.7
0.62
0.5
0.41
0.96
0.85
0.76
0.67
0.6
0.49
0.4
0.92
0.81
0.72
0.64
0.58
0.47
0.38
0.88
0.78
0.69
0.61
0.55
0.44
0.36
0.83
0.73
0.65
0.58
0.52
0.42
0.34
0.78
0.69
0.61
0.54
0.49
0.39
0.32
0.72
0.64
0.56
0.5
0.45
0.36
0.3
0.65
0.58
0.51
0.46
0.41
0.33
0.27
0.58
0.51
0.46
0.41
0.36
0.29
0.24
G
0
0
0
0
0
0
0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.9
0.9
0.9
0.9
0.9
0.9
0.9
1
1
1
1
1
1
1
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
WT = watertable
elevation
F = factor of
safety
D = disturbance
factor
G = earthquake
force
APPENDIX R
WT
F
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
D
0.94
0.82
0.73
0.64
0.57
0.46
0.36
0.91
0.8
0.7
0.62
0.56
0.44
0.35
0.88
0.77
0.68
0.6
0.54
0.43
0.34
0.85
0.74
0.66
0.58
0.52
0.41
0.33
0.81
0.71
0.63
0.56
0.5
0.4
0.32
0.77
0.68
0.6
0.53
0.47
0.38
0.3
0.73
0.64
0.57
0.5
0.45
0.36
0.29
0.68
0.6
0.53
0.47
0.42
0.33
0.27
0.63
0.56
0.49
0.44
0.39
0.31
0.25
0.58
0.51
0.45
0.4
0.35
0.28
0.23
0.51
0.45
0.4
0.35
0.31
0.25
0.2
G
0
0
0
0
0
0
0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.9
0.9
0.9
0.9
0.9
0.9
0.9
1
1
1
1
1
1
1
WT
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
F
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
D
0.8
0.7
0.62
0.54
0.48
0.38
0.3
0.78
0.68
0.6
0.53
0.46
0.37
0.29
0.75
0.66
0.58
0.51
0.45
0.35
0.28
0.73
0.64
0.56
0.49
0.43
0.34
0.27
0.7
0.61
0.53
0.47
0.42
0.33
0.26
0.66
0.58
0.51
0.45
0.4
0.31
0.24
0.63
0.55
0.48
0.42
0.37
0.29
0.23
0.59
0.51
0.45
0.4
0.35
0.28
0.22
0.54
0.48
0.42
0.37
0.32
0.26
0.2
0.5
0.43
0.38
0.34
0.3
0.23
0.18
0.44
0.39
0.34
0.3
0.26
0.21
0.16
G
0
0
0
0
0
0
0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.9
0.9
0.9
0.9
0.9
0.9
0.9
1
1
1
1
1
1
1
WT
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
F
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
D
0.7
0.61
0.54
0.47
0.41
0.32
0.24
0.68
0.59
0.52
0.45
0.4
0.31
0.24
0.66
0.58
0.5
0.44
0.39
0.3
0.23
0.64
0.55
0.48
0.42
0.37
0.29
0.22
0.61
0.53
0.46
0.41
0.36
0.28
0.21
0.58
0.51
0.44
0.39
0.34
0.26
0.2
0.55
0.48
0.42
0.37
0.32
0.25
0.19
0.52
0.45
0.39
0.34
0.3
0.23
0.18
0.48
0.42
0.36
0.32
0.28
0.22
0.17
0.44
0.38
0.33
0.29
0.25
0.2
0.15
0.39
0.34
0.29
0.26
0.23
0.18
0.13
G
0
0
0
0
0
0
0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.9
0.9
0.9
0.9
0.9
0.9
0.9
1
1
1
1
1
1
1
WT
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
F
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
D
0.65
0.56
0.49
0.43
0.37
0.29
0.22
0.63
0.55
0.47
0.41
0.36
0.28
0.21
0.61
0.53
0.46
0.4
0.35
0.27
0.2
0.59
0.51
0.44
0.39
0.34
0.26
0.2
0.56
0.49
0.43
0.37
0.33
0.25
0.19
0.54
0.47
0.41
0.35
0.31
0.24
0.18
0.51
0.44
0.38
0.33
0.29
0.22
0.17
0.48
0.41
0.36
0.31
0.27
0.21
0.16
0.44
0.38
0.33
0.29
0.25
0.19
0.15
0.4
0.35
0.3
0.26
0.23
0.18
0.14
0.36
0.31
0.27
0.24
0.21
0.16
0.12
G
0
0
0
0
0
0
0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.9
0.9
0.9
0.9
0.9
0.9
0.9
1
1
1
1
1
1
1
WT
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
F
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
D
0.65
0.56
0.49
0.43
0.37
0.29
0.22
0.63
0.55
0.47
0.41
0.36
0.28
0.21
0.61
0.53
0.46
0.4
0.35
0.27
0.2
0.59
0.51
0.44
0.39
0.34
0.26
0.2
0.56
0.49
0.43
0.37
0.33
0.25
0.19
0.54
0.47
0.41
0.35
0.31
0.24
0.18
0.51
0.44
0.38
0.33
0.29
0.22
0.17
0.48
0.41
0.36
0.31
0.27
0.21
0.16
0.44
0.38
0.33
0.29
0.25
0.19
0.15
0.4
0.35
0.3
0.26
0.23
0.18
0.14
0.36
0.31
0.27
0.24
0.21
0.16
0.12
G
0
0
0
0
0
0
0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.9
0.9
0.9
0.9
0.9
0.9
0.9
1
1
1
1
1
1
1
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
APPENDIX R
G = 0.0
G = 0.15
D=0
1.4
D = 0.5
D = 1.0
1.2
D = 0.1
1
D = 0.2
0.8
D = 0.3
0.6
D = 0.4
0.4
D = 0.6
0.2
D = 0.7
D = 0.8
0
0
10
20
30
40
50
60
70
80
90
100
1.2
Factor of safety (Bishop single)
Factor of safety (Bishop single)
1.6
D=0
D = 0.5
1
D = 1.0
0.8
D = 0.1
D = 0.2
0.6
D = 0.3
D = 0.4
0.4
D = 0.6
0.2
D = 0.7
D = 0.8
0
0
D = 0.9
10
20
30
40
G = 0.05
D = 0.5
D = 1.0
1.2
D = 0.1
1
D = 0.2
0.8
D = 0.3
0.6
D = 0.4
D = 0.6
0.4
D = 0.7
0.2
D = 0.8
0
30
40
50
90
100
D = 0.9
60
70
80
90
100
D=0
D = 0.5
1
D = 1.0
0.8
D = 0.1
D = 0.2
0.6
D = 0.3
D = 0.4
0.4
D = 0.6
0.2
D = 0.7
D = 0.8
0
D = 0.9
0
10
20
30
40
50
60
70
80
90
100
D = 0.9
Watertable
Watertable
G = 0.3
G = 0.1
D=0
D = 0.5
1.2
D = 1.0
1
D = 0.1
0.8
D = 0.2
D = 0.3
0.6
D = 0.4
0.4
D = 0.6
0.2
D = 0.7
D = 0.8
0
10
20
30
40
50
60
70
80
90
100
D = 0.9
0.8
0.7
0.6
D=0
0.5
D = 0.5
0.4
D = 1.0
0.3
0.2
0.1
0
0
10
20
30
40
50
60
70
80
90
100
Watertable
Watertable
G = 0.4
0.8
Factor of safety (Bishop single)
0
Factor of safety (Bishop single)
0.9
1.4
Factor of safety (Bishop single)
80
1.2
Factor of safety (Bishop single)
Factor of safety (Bishop single)
D=0
1.4
20
70
G = 0.2
1.6
10
60
Watertable
Watertable
0
50
0.7
0.6
0.5
D=0
D = 0.5
0.4
D = 1.0
0.3
0.2
0.1
0
0
10
20
30
40
50
60
Watertable
70
80
90
100
APPENDIX R
Slope profile 4a
Analysis
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
WT
F
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
D
1.8
1.59
1.42
1.27
1.15
0.95
0.8
1.75
1.54
1.37
1.23
1.12
0.93
0.78
1.69
1.5
1.33
1.2
1.08
0.9
0.76
1.64
1.44
1.29
1.16
1.05
0.87
0.73
1.57
1.39
1.24
1.11
1
0.83
0.7
1.5
1.33
1.18
1.06
0.96
0.8
0.67
1.42
1.26
1.12
1.01
0.91
0.76
0.64
1.34
1.18
1.05
0.95
0.86
0.71
0.6
1.24
1.1
0.98
0.88
0.8
0.66
0.56
1.14
1.01
0.9
0.81
0.73
0.61
0.51
1.02
0.9
0.81
0.72
0.66
0.54
0.46
G
0
0
0
0
0
0
0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.9
0.9
0.9
0.9
0.9
0.9
0.9
1
1
1
1
1
1
1
WT
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
F
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
D
1.8
1.59
1.41
1.27
1.15
0.95
0.8
1.74
1.54
1.37
1.23
1.11
0.92
0.78
1.69
1.49
1.33
1.2
1.08
0.9
0.76
1.63
1.44
1.29
1.15
1.04
0.87
0.73
1.57
1.38
1.23
1.11
1
0.83
0.7
1.5
1.32
1.18
1.06
0.96
0.8
0.67
1.42
1.25
1.12
1
0.91
0.75
0.64
1.33
1.18
1.05
0.94
0.85
0.71
0.6
1.24
1.1
0.98
0.88
0.8
0.66
0.56
1.14
1.01
0.9
0.81
0.73
0.61
0.51
1.02
0.9
0.8
0.72
0.65
0.54
0.46
G
0
0
0
0
0
0
0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.9
0.9
0.9
0.9
0.9
0.9
0.9
1
1
1
1
1
1
1
WT
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
F
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
D
1.76
1.55
1.39
1.24
1.12
0.93
0.78
1.71
1.51
1.34
1.21
1.09
0.9
0.76
1.66
1.46
1.3
1.17
1.06
0.88
0.74
1.6
1.41
1.26
1.13
1.02
0.85
0.71
1.53
1.35
1.21
1.08
0.98
0.81
0.68
1.46
1.29
1.15
1.03
0.93
0.77
0.65
1.39
1.22
1.09
0.98
0.88
0.73
0.62
1.3
1.15
1.02
0.92
0.83
0.69
0.58
1.21
1.07
0.95
0.85
0.77
0.64
0.54
1.11
0.98
0.87
0.78
0.71
0.59
0.49
0.99
0.87
0.78
0.7
0.63
0.52
0.44
G
0
0
0
0
0
0
0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.9
0.9
0.9
0.9
0.9
0.9
0.9
1
1
1
1
1
1
1
WT
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
F
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
D
1.7
1.5
1.33
1.19
1.08
0.89
0.75
1.64
1.45
1.29
1.16
1.04
0.86
0.72
1.59
1.4
1.25
1.12
1.01
0.84
0.7
1.54
1.35
1.21
1.08
0.98
0.81
0.68
1.47
1.3
1.16
1.04
0.93
0.77
0.65
1.4
1.24
1.1
0.99
0.89
0.74
0.62
1.33
1.17
1.04
0.93
0.84
0.7
0.58
1.24
1.1
0.98
0.88
0.79
0.65
0.55
1.15
1.02
0.9
0.81
0.73
0.61
0.51
1.05
0.93
0.83
0.74
0.67
0.55
0.46
0.94
0.83
0.74
0.66
0.59
0.49
0.41
G
0
0
0
0
0
0
0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.9
0.9
0.9
0.9
0.9
0.9
0.9
1
1
1
1
1
1
1
WT
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
F
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
D
1.6
1.41
1.25
1.12
1.01
0.83
0.69
1.55
1.37
1.21
1.09
0.98
0.8
0.67
1.5
1.32
1.18
1.05
0.95
0.78
0.65
1.45
1.28
1.13
1.01
0.91
0.75
0.63
1.39
1.22
1.09
0.97
0.88
0.72
0.6
1.32
1.17
1.04
0.93
0.84
0.69
0.57
1.25
1.1
0.98
0.88
0.79
0.65
0.54
1.17
1.03
0.92
0.82
0.74
0.61
0.51
1.09
0.96
0.85
0.76
0.69
0.56
0.47
0.99
0.87
0.78
0.7
0.63
0.52
0.43
0.88
0.78
0.69
0.62
0.56
0.46
0.38
G
0
0
0
0
0
0
0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.9
0.9
0.9
0.9
0.9
0.9
0.9
1
1
1
1
1
1
1
WT
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
F
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
D
1.47
1.29
1.14
1.02
0.92
0.75
0.62
1.42
1.25
1.11
0.99
0.89
0.73
0.6
1.38
1.21
1.07
0.96
0.86
0.7
0.58
1.33
1.17
1.04
0.92
0.83
0.68
0.56
1.28
1.12
0.99
0.89
0.8
0.65
0.54
1.22
1.07
0.95
0.85
0.76
0.62
0.51
1.15
1.01
0.9
0.8
0.72
0.59
0.49
1.08
0.95
0.84
0.75
0.67
0.55
0.46
1
0.88
0.78
0.69
0.62
0.51
0.42
0.91
0.8
0.71
0.63
0.57
0.47
0.39
0.81
0.71
0.63
0.56
0.51
0.42
0.34
G
0
0
0
0
0
0
0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.9
0.9
0.9
0.9
0.9
0.9
0.9
1
1
1
1
1
1
1
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
WT = watertable
elevation
F = factor of
safety
D = disturbance
factor
G = earthquake
force
APPENDIX R
WT
F
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
D
1.31
1.15
1.01
0.9
0.81
0.65
0.54
1.27
1.11
0.98
0.87
0.78
0.63
0.52
1.23
1.08
0.95
0.85
0.76
0.61
0.5
1.19
1.04
0.92
0.82
0.73
0.59
0.49
1.14
1
0.88
0.78
0.7
0.57
0.47
1.09
0.95
0.84
0.75
0.67
0.54
0.45
1.03
0.9
0.8
0.71
0.63
0.51
0.42
0.96
0.84
0.75
0.66
0.59
0.48
0.4
0.89
0.78
0.69
0.62
0.55
0.45
0.37
0.82
0.72
0.63
0.56
0.5
0.41
0.33
0.73
0.64
0.56
0.5
0.45
0.36
0.3
G
0
0
0
0
0
0
0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.9
0.9
0.9
0.9
0.9
0.9
0.9
1
1
1
1
1
1
1
WT
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
F
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
D
1.13
0.99
0.87
0.77
0.68
0.55
0.44
1.1
0.96
0.84
0.74
0.66
0.53
0.43
1.07
0.93
0.82
0.72
0.64
0.51
0.42
1.03
0.9
0.79
0.7
0.62
0.5
0.4
0.99
0.86
0.76
0.67
0.59
0.48
0.39
0.94
0.82
0.72
0.64
0.57
0.45
0.37
0.89
0.78
0.68
0.6
0.54
0.43
0.35
0.84
0.73
0.64
0.57
0.5
0.4
0.33
0.78
0.68
0.59
0.53
0.47
0.37
0.3
0.71
0.62
0.54
0.48
0.43
0.34
0.28
0.63
0.55
0.48
0.43
0.38
0.31
0.25
G
0
0
0
0
0
0
0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.9
0.9
0.9
0.9
0.9
0.9
0.9
1
1
1
1
1
1
1
WT
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
F
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
D
0.95
0.82
0.72
0.63
0.56
0.44
0.35
0.92
0.8
0.7
0.61
0.54
0.43
0.34
0.9
0.78
0.68
0.59
0.53
0.41
0.33
0.87
0.75
0.65
0.57
0.51
0.4
0.32
0.83
0.72
0.63
0.55
0.49
0.38
0.31
0.79
0.69
0.6
0.53
0.47
0.37
0.29
0.75
0.65
0.57
0.5
0.44
0.35
0.28
0.7
0.61
0.53
0.47
0.41
0.33
0.26
0.65
0.57
0.5
0.44
0.38
0.3
0.24
0.6
0.52
0.45
0.4
0.35
0.28
0.22
0.54
0.46
0.41
0.36
0.32
0.25
0.2
G
0
0
0
0
0
0
0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.9
0.9
0.9
0.9
0.9
0.9
0.9
1
1
1
1
1
1
1
WT
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
F
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
D
0.79
0.68
0.59
0.51
0.45
0.35
0.27
0.77
0.66
0.57
0.5
0.44
0.34
0.26
0.74
0.64
0.55
0.48
0.42
0.33
0.25
0.72
0.62
0.54
0.47
0.41
0.32
0.25
0.69
0.59
0.51
0.45
0.39
0.3
0.24
0.66
0.57
0.49
0.43
0.38
0.29
0.23
0.62
0.54
0.47
0.41
0.36
0.27
0.21
0.59
0.51
0.44
0.38
0.33
0.26
0.2
0.55
0.47
0.41
0.36
0.31
0.24
0.19
0.5
0.43
0.37
0.33
0.29
0.22
0.17
0.45
0.39
0.33
0.29
0.26
0.2
0.15
G
0
0
0
0
0
0
0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.9
0.9
0.9
0.9
0.9
0.9
0.9
1
1
1
1
1
1
1
WT
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
F
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
D
0.73
0.63
0.54
0.47
0.41
0.31
0.24
0.71
0.61
0.52
0.46
0.4
0.3
0.23
0.69
0.59
0.51
0.44
0.39
0.29
0.23
0.66
0.57
0.49
0.43
0.37
0.28
0.22
0.64
0.55
0.47
0.41
0.36
0.27
0.21
0.61
0.52
0.45
0.39
0.34
0.26
0.2
0.58
0.5
0.43
0.37
0.33
0.25
0.19
0.54
0.47
0.4
0.35
0.31
0.23
0.18
0.51
0.44
0.38
0.33
0.29
0.22
0.17
0.47
0.4
0.34
0.3
0.26
0.2
0.15
0.42
0.36
0.31
0.27
0.24
0.18
0.14
G
0
0
0
0
0
0
0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.9
0.9
0.9
0.9
0.9
0.9
0.9
1
1
1
1
1
1
1
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
APPENDIX R
G = 0.0
G = 0.15
1.4
D=0
1.6
D = 0.5
1.4
D = 1.0
1.2
D = 0.1
D = 0.2
1
D = 0.3
0.8
D = 0.4
0.6
D = 0.6
0.4
D = 0.7
D = 0.8
0.2
Factor of safety (Bishop single)
Factor of safety (Bishop single)
2
1.8
D=0
1.2
D = 0.5
1
D = 1.0
D = 0.1
0.8
D = 0.2
D = 0.3
0.6
D = 0.4
D = 0.6
0.4
D = 0.7
D = 0.8
0.2
D = 0.9
D = 0.9
0
0
10
20
30
40
50
60
70
80
90
0
100
0
10
20
30
40
50
G = 0.05
80
90
100
G = 0.2
1.8
1.4
D=0
1.6
D = 0.5
1.4
D = 1.0
D = 0.1
1.2
D = 0.2
1
D = 0.3
0.8
D = 0.4
D = 0.6
0.6
D = 0.7
0.4
D = 0.8
0.2
D = 0.9
0
0
10
20
30
40
50
60
70
80
90
Factor of safety (Bishop single)
Factor of safety (Bishop single)
70
Watertable
Watertable
1.2
D=0
1
D = 0.5
0.8
D = 1.0
0.6
D = 0.1
0.4
D = 0.2
D = 0.3
0.2
D = 0.4
0
100
0
10
20
30
40
50
60
70
80
90
100
D = 0.6
Watertable
Watertable
G = 0.1
G = 0.3
1.6
D=0
1.4
D = 0.5
1.2
D = 1.0
D = 0.1
1
D = 0.2
0.8
D = 0.3
0.6
D = 0.4
0.4
D = 0.6
D = 0.7
0.2
D = 0.8
0
0
10
20
30
40
50
60
70
80
90
100
D = 0.9
Factor of safety (Bishop single)
1
0.9
0.8
0.7
D=0
0.6
D = 0.5
0.5
D = 1.0
0.4
D = 0.1
D = 0.2
0.3
0.2
0.1
0
0
10
20
30
Watertable
40
50
60
70
80
90
100
Watertable
G = 0.4
0.9
Factor of safety (Bishop single)
Factor of safety (Bishop single)
60
0.8
0.7
0.6
D=0
0.5
D = 0.5
0.4
D = 1.0
0.3
0.2
0.1
0
0
10
20
30
40
50
60
Watertable
70
80
90
100
APPENDIX R
Slope profile 5
Analysis
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
WT
F
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
D
1.73
1.53
1.37
1.23
1.11
0.92
0.78
1.68
1.48
1.32
1.19
1.08
0.89
0.75
1.62
1.44
1.28
1.15
1.04
0.87
0.73
1.56
1.38
1.24
1.11
1
0.83
0.7
1.5
1.32
1.18
1.06
0.96
0.8
0.67
1.43
1.26
1.13
1.01
0.92
0.76
0.64
1.35
1.19
1.06
0.96
0.86
0.72
0.6
1.26
1.11
0.99
0.89
0.81
0.67
0.57
1.16
1.03
0.92
0.83
0.75
0.62
0.52
1.06
0.94
0.84
0.75
0.68
0.56
0.48
0.94
0.85
0.74
0.67
0.6
0.5
0.42
G
0
0
0
0
0
0
0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.9
0.9
0.9
0.9
0.9
0.9
0.9
1
1
1
1
1
1
1
WT
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
F
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
D
1.62
1.43
1.28
1.14
1.03
0.85
0.71
1.57
1.39
1.24
1.11
1
0.83
0.69
1.52
1.34
1.2
1.07
0.97
0.8
0.67
1.47
1.3
1.15
1.03
0.93
0.77
0.65
1.41
1.24
1.1
0.99
0.89
0.74
0.62
1.34
1.18
1.05
0.94
0.85
0.7
0.59
1.26
1.12
0.99
0.89
0.8
0.66
0.55
1.18
1.04
0.93
0.83
0.75
0.62
0.52
1.09
0.97
0.86
0.77
0.69
0.57
0.48
0.99
0.88
0.78
0.7
0.63
0.52
0.44
0.88
0.78
0.69
0.62
0.56
0.46
0.39
G
0
0
0
0
0
0
0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.9
0.9
0.9
0.9
0.9
0.9
0.9
1
1
1
1
1
1
1
WT
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
F
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
D
1.59
1.4
1.24
1.11
1
0.83
0.69
1.54
1.35
1.2
1.08
0.97
0.8
0.67
1.49
1.31
1.17
1.04
0.94
0.78
0.65
1.43
1.26
1.12
1.01
0.91
0.75
0.62
1.37
1.21
1.08
0.96
0.87
0.72
0.6
1.31
1.15
1.02
0.92
0.83
0.68
0.57
1.23
1.09
0.97
0.87
0.78
0.64
0.54
1.15
1.02
0.9
0.81
0.73
0.6
0.5
1.07
0.94
0.84
0.75
0.68
0.56
0.46
0.97
0.86
0.76
0.68
0.61
0.51
0.42
0.86
0.76
0.68
0.6
0.54
0.45
0.38
G
0
0
0
0
0
0
0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.9
0.9
0.9
0.9
0.9
0.9
0.9
1
1
1
1
1
1
1
WT
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
F
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
D
1.54
1.35
1.2
1.08
0.97
0.8
0.66
1.49
1.31
1.16
1.04
0.94
0.77
0.64
1.44
1.27
1.13
1.01
0.91
0.75
0.62
1.39
1.22
1.09
0.97
0.88
0.72
0.6
1.33
1.17
1.04
0.93
0.84
0.69
0.57
1.26
1.11
0.99
0.89
0.8
0.66
0.55
1.19
1.05
0.94
0.84
0.75
0.62
0.51
1.12
0.98
0.87
0.78
0.7
0.58
0.48
1.03
0.91
0.81
0.72
0.65
0.54
0.45
0.94
0.83
0.74
0.66
0.59
0.49
0.4
0.83
0.74
0.65
0.58
0.53
0.43
0.36
G
0
0
0
0
0
0
0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.9
0.9
0.9
0.9
0.9
0.9
0.9
1
1
1
1
1
1
1
WT
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
F
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
D
1.45
1.28
1.13
1.01
0.91
0.74
0.62
1.41
1.24
1.1
0.98
0.88
0.72
0.6
1.36
1.2
1.06
0.95
0.85
0.7
0.58
1.31
1.15
1.02
0.92
0.82
0.67
0.56
1.26
1.11
0.98
0.88
0.79
0.64
0.53
1.2
1.05
0.93
0.83
0.75
0.61
0.51
1.13
0.99
0.88
0.79
0.71
0.58
0.48
1.06
0.93
0.82
0.74
0.66
0.54
0.45
0.98
0.86
0.76
0.68
0.61
0.5
0.41
0.89
0.78
0.69
0.62
0.56
0.46
0.38
0.79
0.69
0.62
0.55
0.49
0.4
0.33
G
0
0
0
0
0
0
0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.9
0.9
0.9
0.9
0.9
0.9
0.9
1
1
1
1
1
1
1
WT
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
F
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
D
1.34
1.18
1.04
0.93
0.83
0.68
0.56
1.3
1.14
1.01
0.9
0.81
0.66
0.54
1.26
1.11
0.98
0.87
0.78
0.64
0.52
1.21
1.07
0.94
0.84
0.75
0.61
0.5
1.16
1.02
0.9
0.8
0.72
0.59
0.48
1.11
0.97
0.86
0.77
0.69
0.56
0.46
1.05
0.92
0.81
0.72
0.65
0.53
0.43
0.98
0.86
0.76
0.68
0.61
0.49
0.41
0.9
0.79
0.7
0.63
0.56
0.46
0.38
0.82
0.72
0.64
0.57
0.51
0.41
0.34
0.73
0.64
0.57
0.5
0.45
0.37
0.3
G
0
0
0
0
0
0
0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.9
0.9
0.9
0.9
0.9
0.9
0.9
1
1
1
1
1
1
1
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
WT = watertable
elevation
F = factor of
safety
D = disturbance
factor
G = earthquake
force
APPENDIX R
WT
F
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
D
1.22
1.06
0.94
0.83
0.74
0.6
0.49
1.18
1.03
0.91
0.81
0.72
0.58
0.48
1.14
1
0.88
0.78
0.7
0.56
0.46
1.1
0.96
0.85
0.75
0.67
0.54
0.44
1.05
0.92
0.81
0.72
0.64
0.52
0.43
1
0.88
0.77
0.69
0.61
0.49
0.4
0.95
0.83
0.73
0.65
0.58
0.47
0.39
0.89
0.77
0.68
0.61
0.54
0.44
0.36
0.82
0.72
0.63
0.56
0.5
0.4
0.33
0.75
0.65
0.57
0.51
0.46
0.37
0.3
0.66
0.58
0.51
0.45
0.4
0.33
0.27
G
0
0
0
0
0
0
0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.9
0.9
0.9
0.9
0.9
0.9
0.9
1
1
1
1
1
1
1
WT
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
F
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
D
1.08
0.94
0.82
0.73
0.65
0.52
0.42
1.04
0.91
0.8
0.71
0.63
0.5
0.41
1.01
0.88
0.77
0.68
0.61
0.49
0.39
0.97
0.85
0.75
0.66
0.59
0.47
0.38
0.93
0.81
0.71
0.63
0.56
0.45
0.36
0.89
0.77
0.68
0.6
0.53
0.43
0.35
0.84
0.73
0.64
0.57
0.5
0.4
0.33
0.78
0.68
0.6
0.53
0.47
0.38
0.31
0.73
0.63
0.56
0.49
0.44
0.35
0.28
0.66
0.57
0.51
0.45
0.4
0.32
0.26
0.59
0.51
0.45
0.4
0.35
0.28
0.23
G
0
0
0
0
0
0
0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.9
0.9
0.9
0.9
0.9
0.9
0.9
1
1
1
1
1
1
1
WT
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
F
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
D
0.98
0.85
0.74
0.66
0.58
0.46
0.37
0.94
0.82
0.72
0.64
0.56
0.45
0.36
0.91
0.8
0.7
0.61
0.54
0.43
0.35
0.88
0.77
0.67
0.59
0.53
0.42
0.34
0.84
0.73
0.64
0.57
0.5
0.4
0.32
0.8
0.7
0.61
0.54
0.48
0.38
0.31
0.76
0.66
0.58
0.51
0.45
0.36
0.29
0.71
0.62
0.54
0.48
0.42
0.34
0.27
0.66
0.57
0.5
0.44
0.39
0.31
0.25
0.6
0.52
0.46
0.4
0.36
0.28
0.23
0.53
0.46
0.4
0.36
0.32
0.25
0.2
G
0
0
0
0
0
0
0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.9
0.9
0.9
0.9
0.9
0.9
0.9
1
1
1
1
1
1
1
WT
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
F
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
D
0.9
0.78
0.68
0.6
0.53
0.42
0.33
0.87
0.78
0.66
0.58
0.51
0.41
0.32
0.84
0.73
0.64
0.56
0.5
0.39
0.31
0.81
0.7
0.61
0.54
0.48
0.38
0.3
0.77
0.67
0.59
0.52
0.46
0.36
0.29
0.74
0.64
0.56
0.49
0.44
0.34
0.28
0.7
0.6
0.53
0.46
0.41
0.33
0.26
0.65
0.57
0.49
0.43
0.38
0.3
0.24
0.6
0.52
0.46
0.4
0.36
0.28
0.22
0.55
0.48
0.42
0.37
0.32
0.26
0.2
0.49
0.42
0.37
0.32
0.29
0.23
0.18
G
0
0
0
0
0
0
0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.9
0.9
0.9
0.9
0.9
0.9
0.9
1
1
1
1
1
1
1
WT
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
F
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
D
0.84
0.73
0.64
0.56
0.49
0.39
0.31
0.81
0.71
0.62
0.54
0.48
0.38
0.3
0.79
0.68
0.6
0.52
0.46
0.37
0.29
0.76
0.66
0.58
0.51
0.45
0.35
0.28
0.73
0.63
0.55
0.48
0.43
0.34
0.27
0.69
0.6
0.52
0.46
0.41
0.32
0.26
0.65
0.57
0.5
0.43
0.38
0.3
0.24
0.61
0.53
0.46
0.41
0.36
0.28
0.23
0.57
0.49
0.43
0.38
0.33
0.26
0.21
0.51
0.45
0.39
0.34
0.3
0.24
0.19
0.46
0.4
0.35
0.3
0.27
0.21
0.17
G
0
0
0
0
0
0
0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.9
0.9
0.9
0.9
0.9
0.9
0.9
1
1
1
1
1
1
1
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
APPENDIX R
G = 0.15
1.4
2
D=0
1.8
D = 0.5
1.6
D = 1.0
1.4
D = 0.1
1.2
D = 0.2
1
D = 0.3
0.8
D = 0.4
0.6
D = 0.6
0.4
D = 0.7
0.2
D = 0.8
0
0
10
20
30
40
50
60
70
80
90
100
D = 0.9
Factor of safety (Bishop single)
Factor of safety (Bishop single)
G = 0.0
1.2
D=0
1
D = 0.5
0.8
D = 1.0
0.6
D = 0.1
0.4
D = 0.2
0.2
D = 0.3
D = 0.4
0
0
10
20
30
Watertable
40
50
70
80
90
100
Watertable
G = 0.05
G = 0.2
1.8
1.2
D=0
1.6
D = 0.5
1.4
D = 1.0
D = 0.1
1.2
D = 0.2
1
D = 0.3
0.8
D = 0.4
D = 0.6
0.6
D = 0.7
0.4
D = 0.8
0.2
D = 0.9
0
0
10
20
30
40
50
60
70
80
90
Factor of safety (Bishop single)
Factor of safety (Bishop single)
60
1
D=0
0.8
D = 0.5
D = 1.0
0.6
D = 0.1
0.4
D = 0.2
0.2
D = 0.3
D = 0.4
0
100
0
10
20
30
40
50
60
70
80
90
100
Watertable
Watertable
G = 0.3
G = 0.1
1.4
D=0
1.2
D = 0.5
1
D = 1.0
0.8
D = 0.1
D = 0.2
0.6
D = 0.3
0.4
D = 0.4
0.2
D = 0.6
0
0
10
20
30
40
50
60
70
80
90
100
Factor of safety (Bishop single)
1.6
D = 0.7
0.9
0.8
0.7
0.6
D=0
0.5
D = 0.5
0.4
D = 1.0
0.3
0.2
0.1
0
0
10
20
30
Watertable
40
50
60
70
80
90
100
Watertable
G = 0.4
0.9
Factor of safety (Bishop single)
Factor of safety (Bishop single)
1
0.8
0.7
0.6
D=0
0.5
D = 0.5
0.4
D = 1.0
0.3
0.2
0.1
0
0
10
20
30
40
50
60
Watertable
70
80
90
100
APPENDIX R
Slope profile 5a
Analysis
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
WT
F
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
D
1.78
1.59
1.43
1.29
1.18
0.99
0.84
1.73
1.54
1.39
1.25
1.14
0.96
0.82
1.68
1.5
1.35
1.22
1.11
0.93
0.79
1.62
1.45
1.3
1.18
1.07
0.9
0.77
1.56
1.39
1.25
1.13
1.03
0.86
0.74
1.49
1.33
1.19
1.08
0.98
0.83
0.71
1.41
1.26
1.13
1.02
0.93
0.79
0.67
1.33
1.18
1.06
0.96
0.88
0.74
0.63
1.23
1.1
0.99
0.9
0.82
0.69
0.59
1.13
1.01
0.91
0.82
0.75
0.63
0.54
1.02
0.91
0.82
0.74
0.68
0.57
0.49
G
0
0
0
0
0
0
0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.9
0.9
0.9
0.9
0.9
0.9
0.9
1
1
1
1
1
1
1
WT
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
F
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
D
1.71
1.52
1.36
1.23
1.12
0.93
0.79
1.66
1.47
1.32
1.19
1.08
0.91
0.77
1.61
1.43
1.28
1.16
1.05
0.88
0.75
1.55
1.38
1.24
1.12
1.01
0.85
0.72
1.49
1.32
1.19
1.07
0.97
0.81
0.69
1.42
1.26
1.13
1.02
0.93
0.78
0.66
1.34
1.19
1.07
0.97
0.88
0.74
0.63
1.26
1.12
1.01
0.91
0.83
0.69
0.59
1.17
1.04
0.94
0.85
0.77
0.64
0.55
1.07
0.95
0.86
0.77
0.7
0.59
0.5
0.96
0.85
0.77
0.69
0.63
0.53
0.45
G
0
0
0
0
0
0
0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.9
0.9
0.9
0.9
0.9
0.9
0.9
1
1
1
1
1
1
1
WT
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
F
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
D
1.62
1.43
1.28
1.16
1.05
0.87
0.74
1.57
1.39
1.24
1.12
1.02
0.85
0.71
1.52
1.35
1.21
1.09
0.98
0.82
0.69
1.47
1.3
1.16
1.05
0.95
0.79
0.67
1.4
1.25
1.12
1.01
0.91
0.76
0.64
1.34
1.19
1.07
0.96
0.87
0.72
0.61
1.27
1.13
1.01
0.91
0.82
0.69
0.58
1.19
1.06
0.95
0.85
0.77
0.64
0.54
1.1
0.98
0.88
0.79
0.72
0.6
0.51
1.01
0.9
0.8
0.73
0.66
0.55
0.46
0.9
0.8
0.72
0.65
0.59
0.49
0.42
G
0
0
0
0
0
0
0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.9
0.9
0.9
0.9
0.9
0.9
0.9
1
1
1
1
1
1
1
WT
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
F
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
D
1.5
1.32
1.18
1.06
0.96
0.79
0.67
1.45
1.28
1.15
1.03
0.93
0.77
0.65
1.41
1.24
1.11
1
0.9
0.75
0.63
1.36
1.2
1.07
0.96
0.87
0.72
0.6
1.3
1.15
1.03
0.92
0.84
0.69
0.58
1.24
1.1
0.98
0.88
0.8
0.66
0.55
1.18
1.04
0.93
0.84
0.76
0.63
0.53
1.1
0.98
0.87
0.79
0.71
0.59
0.49
1.02
0.91
0.81
0.73
0.66
0.55
0.46
0.94
0.83
0.74
0.67
0.6
0.5
0.42
0.84
0.74
0.66
0.6
0.54
0.45
0.38
G
0
0
0
0
0
0
0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.9
0.9
0.9
0.9
0.9
0.9
0.9
1
1
1
1
1
1
1
WT
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
F
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
D
1.37
1.21
1.08
0.96
0.87
0.71
0.59
1.33
1.17
1.04
0.94
0.84
0.69
0.58
1.29
1.14
1.01
0.91
0.82
0.67
0.56
1.24
1.1
0.98
0.88
0.79
0.67
0.54
1.19
1.05
0.94
0.84
0.76
0.62
0.52
1.14
1.01
0.9
0.8
0.72
0.6
0.5
1.08
0.95
0.85
0.76
0.69
0.56
0.47
1.01
0.89
0.8
0.71
0.64
0.53
0.44
0.94
0.83
0.74
0.66
0.6
0.49
0.41
0.86
0.76
0.68
0.61
0.55
0.45
0.38
0.77
0.68
0.61
0.55
0.49
0.41
0.34
G
0
0
0
0
0
0
0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.9
0.9
0.9
0.9
0.9
0.9
0.9
1
1
1
1
1
1
1
WT
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
F
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
D
1.24
1.09
0.97
0.87
0.78
0.63
0.52
1.2
1.06
0.94
0.84
0.75
0.62
0.51
1.17
1.03
0.91
0.81
0.73
0.6
0.49
1.13
0.99
0.88
0.79
0.71
0.58
0.48
1.08
0.95
0.85
0.76
0.68
0.55
0.46
1.03
0.91
0.81
0.72
0.65
0.53
0.44
0.98
0.86
0.77
0.68
0.62
0.5
0.42
0.92
0.81
0.72
0.64
0.58
0.47
0.39
0.86
0.75
0.67
0.6
0.54
0.44
0.37
0.78
0.69
0.61
0.55
0.49
0.41
0.34
0.7
0.62
0.55
0.49
0.44
0.37
0.3
G
0
0
0
0
0
0
0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.9
0.9
0.9
0.9
0.9
0.9
0.9
1
1
1
1
1
1
1
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
WT = watertable
elevation
F = factor of
safety
D = disturbance
factor
G = earthquake
force
APPENDIX R
WT
F
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
D
1.12
0.98
0.87
0.77
0.69
0.56
0.46
1.08
0.95
0.84
0.75
0.67
0.54
0.45
1.05
0.92
0.82
0.73
0.65
0.53
0.44
1.02
0.89
0.79
0.7
0.63
0.51
0.42
0.98
0.86
0.76
0.68
0.61
0.49
0.41
0.93
0.82
0.73
0.65
0.58
0.47
0.39
0.88
0.78
0.69
0.61
0.55
0.45
0.37
0.83
0.73
0.65
0.58
0.52
0.52
0.35
0.77
0.68
0.6
0.54
0.48
0.39
0.33
0.71
0.62
0.55
0.49
0.44
0.36
0.3
0.64
0.56
0.5
0.44
0.4
0.33
0.27
G
0
0
0
0
0
0
0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.9
0.9
0.9
0.9
0.9
0.9
0.9
1
1
1
1
1
1
1
WT
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
F
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
D
1.01
0.88
0.78
0.69
0.62
0.5
0.41
0.98
0.86
0.76
0.67
0.6
0.48
0.4
0.95
0.83
0.73
0.65
0.58
0.47
0.39
0.92
0.8
0.71
0.63
0.56
0.46
0.37
0.88
0.77
0.68
0.61
0.54
0.44
0.36
0.84
0.74
0.65
0.58
0.52
0.42
0.34
0.8
0.7
0.62
0.55
0.49
0.4
0.33
0.75
0.66
0.58
0.52
0.46
0.38
0.31
0.7
0.61
0.54
0.48
0.43
0.35
0.29
0.64
0.56
0.5
0.44
0.4
0.32
0.27
0.58
0.51
0.45
0.4
0.36
0.29
0.24
G
0
0
0
0
0
0
0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.9
0.9
0.9
0.9
0.9
0.9
0.9
1
1
1
1
1
1
1
WT
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
F
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
D
0.92
0.8
0.71
0.63
0.56
0.45
0.37
0.89
0.78
0.69
0.61
0.54
0.44
0.36
0.87
0.76
0.67
0.59
0.53
0.43
0.35
0.84
0.73
0.65
0.57
0.51
0.41
0.34
0.8
0.7
0.62
0.55
0.49
0.4
0.33
0.77
0.67
0.59
0.53
0.47
0.38
0.31
0.73
0.64
0.56
0.5
0.45
0.36
0.3
0.69
0.6
0.53
0.47
0.42
0.34
0.28
0.64
0.56
0.5
0.44
0.39
0.32
0.26
0.59
0.52
0.46
0.41
0.36
0.3
0.25
0.53
0.46
0.41
0.37
0.33
0.27
0.22
G
0
0
0
0
0
0
0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.9
0.9
0.9
0.9
0.9
0.9
0.9
1
1
1
1
1
1
1
WT
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
F
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
D
0.84
0.73
0.64
0.57
0.51
0.41
0.33
0.81
0.71
0.62
0.55
0.49
0.4
0.32
0.79
0.69
0.61
0.54
0.48
0.39
0.32
0.76
0.67
0.59
0.52
0.46
0.37
0.31
0.73
0.64
0.56
0.5
0.45
0.36
0.3
0.7
0.61
0.54
0.48
0.43
0.35
0.28
0.66
0.58
0.51
0.45
0.41
0.33
0.27
0.62
0.55
0.48
0.43
0.38
0.31
0.26
0.58
0.51
0.45
0.4
0.36
0.29
0.24
0.54
0.47
0.42
0.37
0.33
0.27
0.22
0.48
0.42
0.38
0.34
0.3
0.25
0.21
G
0
0
0
0
0
0
0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.9
0.9
0.9
0.9
0.9
0.9
0.9
1
1
1
1
1
1
1
WT
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
F
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
D
0.8
0.7
0.62
0.55
0.49
0.39
0.32
0.78
0.68
0.6
0.53
0.47
0.38
0.31
0.76
0.66
0.58
0.52
0.46
0.37
0.3
0.73
0.64
0.56
0.5
0.45
0.36
0.29
0.7
0.61
0.54
0.48
0.43
0.35
0.28
0.67
0.59
0.52
0.46
0.41
0.33
0.27
0.64
0.56
0.49
0.44
0.39
0.32
0.26
0.6
0.53
0.46
0.41
0.37
0.3
0.25
0.56
0.49
0.43
0.39
0.35
0.28
0.23
0.52
0.45
0.4
0.36
0.32
0.26
0.22
0.46
0.41
0.36
0.32
0.29
0.24
0.2
G
0
0
0
0
0
0
0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.9
0.9
0.9
0.9
0.9
0.9
0.9
1
1
1
1
1
1
1
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
APPENDIX R
G = 0.0
G = 0.15
1.4
2
1.8
Factor of safety (Bishop Single)
Factor of safety (Bishop Single)
1.2
D=0
1.6
D = 0.5
1.4
D = 1.0
1.2
D = 0.1
D = 0.2
1
D = 0.3
0.8
D = 0.4
0.6
D = 0.6
0.4
D = 0.7
0.2
D = 0.8
D=0
1
D = 0.5
0.8
D = 1.0
D = 0.1
0.6
D = 0.2
D = 0.3
0.4
D = 0.4
0.2
D = 0.6
D = 0.9
0
0
10
20
30
40
50
60
70
80
90
0
100
0
10
20
30
40
Watertable
50
G = 0.05
80
90
100
G = 0.2
D=0
1.6
Factor of safety (Bishop Single)
Factor of safety (Bishop single)
70
1.4
1.8
D = 0.5
1.4
D = 1.0
1.2
D = 0.1
1
D = 0.2
0.8
D = 0.3
0.6
D = 0.4
D = 0.6
0.4
D = 0.7
0.2
D = 0.8
0
0
10
20
30
40
50
60
70
80
90
100
1.2
D=0
1
D = 0.5
0.8
D = 1.0
0.6
D = 0.1
D = 0.2
0.4
D = 0.3
0.2
D = 0.4
D = 0.9
0
0
10
20
30
40
Watertable
50
60
70
80
90
100
Watertable
G = 0.1
G = 0.3
1.2
1.4
D=0
1.2
D = 0.5
D = 1.0
1
D = 0.1
0.8
D = 0.2
0.6
D = 0.3
0.4
D = 0.4
0.2
D = 0.6
D = 0.7
0
10
20
30
40
50
60
70
80
90
100
1
0.8
D=0
D = 0.5
0.6
D = 1.0
0.4
0.2
0
0
10
20
30
40
Watertable
50
60
70
80
90
100
Watertable
G = 0.4
0.9
Factor of safety (Bishop Single)
0
Factor of safety (Bishop Single)
1.6
Factor of safety (Bishop Single)
60
Watertable
0.8
0.7
0.6
D=0
0.5
D = 0.5
0.4
D = 1.0
0.3
0.2
0.1
0
0
10
20
30
40
50
60
Watertable
70
80
90
100
APPENDIX R
Slope profile 6
Analysis
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
WT
F
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
D
1.75
1.55
1.39
1.25
1.13
0.95
0.8
1.7
1.51
1.35
1.22
1.1
0.92
0.78
1.65
1.47
1.31
1.18
1.07
0.89
0.76
1.6
1.42
1.27
1.15
1.04
0.87
0.73
1.54
1.37
1.22
1.1
1
0.84
0.71
1.48
1.31
1.17
1.06
0.96
0.8
0.68
1.4
1.25
1.12
1.01
0.91
0.76
0.65
1.33
1.18
1.05
0.95
0.86
0.72
0.61
1.24
1.1
0.99
0.89
0.81
0.68
0.57
1.15
1.02
0.91
0.82
0.75
0.63
0.53
1.04
0.92
0.83
0.75
0.68
0.57
0.48
G
0
0
0
0
0
0
0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.9
0.9
0.9
0.9
0.9
0.9
0.9
1
1
1
1
1
1
1
WT
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
F
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
D
1.69
1.5
1.34
1.2
1.09
0.91
0.76
1.64
1.45
1.3
1.17
1.06
0.88
0.74
1.59
1.41
1.26
1.14
1.03
0.85
0.72
1.54
1.37
1.22
1.1
1
0.83
0.7
1.48
1.36
1.17
1.06
0.96
0.8
0.67
1.42
1.26
1.12
1.01
0.92
0.76
0.64
1.35
1.19
1.07
0.96
0.87
0.72
0.61
1.27
1.12
1.01
0.91
0.82
0.68
0.58
1.18
1.05
0.94
0.85
0.77
0.64
0.54
1.09
0.97
0.86
0.78
0.71
0.59
0.5
0.98
0.87
0.78
0.7
0.64
0.53
0.45
G
0
0
0
0
0
0
0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.9
0.9
0.9
0.9
0.9
0.9
0.9
1
1
1
1
1
1
1
WT
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
F
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
D
1.63
1.45
1.29
1.16
1.05
0.87
0.73
1.58
1.4
1.25
1.13
1.02
0.84
0.71
1.54
1.36
1.21
1.09
0.99
0.82
0.69
1.48
1.31
1.17
1.06
0.95
0.79
0.66
1.42
1.26
1.13
1.01
0.92
0.76
0.64
1.36
1.21
1.08
0.97
0.88
0.73
0.63
1.29
1.14
1.02
0.92
0.83
0.69
0.58
1.21
1.07
0.96
0.86
0.78
0.65
0.55
1.13
1
0.89
0.8
0.73
0.6
0.51
1.04
0.92
0.82
0.74
0.67
0.55
0.47
0.93
0.82
0.74
0.66
0.6
0.5
0.42
G
0
0
0
0
0
0
0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.9
0.9
0.9
0.9
0.9
0.9
0.9
1
1
1
1
1
1
1
WT
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
F
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
D
1.58
1.39
1.24
1.12
1.01
0.83
0.7
1.53
1.35
1.21
1.08
0.98
0.81
0.68
1.48
1.31
1.17
1.05
0.95
0.78
0.66
1.43
1.27
1.13
1.02
0.92
0.76
0.64
1.38
1.22
1.09
0.98
0.88
0.73
0.61
1.31
1.16
1.04
0.93
0.84
0.7
0.58
1.25
1.1
0.98
0.88
0.8
0.66
0.55
1.17
1.04
0.92
0.83
0.75
0.62
0.52
1.09
0.96
0.86
0.77
0.7
0.58
0.49
1
0.88
0.79
0.71
0.64
0.53
0.45
0.9
0.79
0.71
0.64
0.58
0.48
0.4
G
0
0
0
0
0
0
0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.9
0.9
0.9
0.9
0.9
0.9
0.9
1
1
1
1
1
1
1
WT
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
F
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
D
1.49
1.32
1.17
1.05
0.95
0.78
0.65
1.45
1.28
1.14
1.02
0.92
0.76
0.63
1.4
1.24
1.1
0.99
0.89
0.73
0.61
1.36
1.2
1.07
0.96
0.86
0.71
0.59
1.3
1.15
1.02
0.92
0.83
0.68
0.57
1.24
1.1
0.98
0.88
0.79
0.65
0.54
1.18
1.04
0.93
0.83
0.75
0.62
0.52
1.11
0.98
0.87
0.78
0.71
0.58
0.49
1.03
0.91
0.81
0.73
0.66
0.54
0.45
0.95
0.84
0.75
0.67
0.6
0.5
0.42
0.85
0.75
0.67
0.6
0.54
0.45
0.38
G
0
0
0
0
0
0
0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.9
0.9
0.9
0.9
0.9
0.9
0.9
1
1
1
1
1
1
1
WT
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
F
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
D
1.38
1.22
1.08
0.96
0.87
0.71
0.59
1.34
1.18
1.05
0.94
0.84
0.69
0.57
1.3
1.14
1.02
0.91
0.82
0.67
0.55
1.26
1.11
0.98
0.88
0.79
0.65
0.54
1.21
1.06
0.94
0.84
0.76
0.62
0.51
1.15
1.02
0.9
0.81
0.73
0.59
0.49
1.09
0.96
0.86
0.77
0.69
0.56
0.47
1.03
0.91
0.81
0.72
0.65
0.53
0.44
0.96
0.84
0.75
0.67
0.6
0.5
0.41
0.88
0.78
0.69
0.62
0.56
0.46
0.38
0.79
0.7
0.62
0.55
0.5
0.41
0.34
G
0
0
0
0
0
0
0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.9
0.9
0.9
0.9
0.9
0.9
0.9
1
1
1
1
1
1
1
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
WT = watertable
elevation
F = factor of
safety
D = disturbance
factor
G = earthquake
force
APPENDIX R
WT
F
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
D
1.26
1.11
0.98
0.88
0.78
0.64
0.52
1.23
1.08
0.95
0.85
0.76
0.62
0.51
1.19
1.04
0.93
0.82
0.74
0.6
0.49
1.15
1.01
0.9
0.8
0.72
0.58
0.48
1.1
0.97
0.86
0.77
0.69
0.56
0.46
1.06
0.93
0.82
0.73
0.66
0.53
0.44
1
0.88
0.78
0.7
0.62
0.51
0.42
0.94
0.83
0.74
0.66
0.59
0.48
0.4
0.88
0.77
0.69
0.61
0.55
0.45
0.37
0.81
0.71
0.63
0.56
0.51
0.41
0.34
0.73
0.64
0.57
0.51
0.46
0.37
0.31
G
0
0
0
0
0
0
0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.9
0.9
0.9
0.9
0.9
0.9
0.9
1
1
1
1
1
1
1
WT
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
F
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
D
1.14
1
0.88
0.78
0.7
0.56
0.46
1.11
0.97
0.86
0.76
0.68
0.55
0.45
1.07
0.94
0.83
0.74
0.66
0.53
0.43
1.04
0.91
0.8
0.71
0.64
0.51
0.42
1
0.87
0.77
0.69
0.61
0.49
0.4
0.96
0.84
0.74
0.66
0.59
0.47
0.39
0.91
0.8
0.7
0.62
0.56
0.45
0.37
0.85
0.75
0.66
0.59
0.53
0.42
0.35
0.8
0.7
0.62
0.55
0.49
0.4
0.33
0.73
0.64
0.57
0.51
0.45
0.37
0.3
0.66
0.58
0.51
0.46
0.41
0.33
0.27
G
0
0
0
0
0
0
0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.9
0.9
0.9
0.9
0.9
0.9
0.9
1
1
1
1
1
1
1
WT
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
F
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
D
1.01
0.88
0.78
0.69
0.61
0.49
0.39
0.98
0.86
0.75
0.67
0.59
0.47
0.38
0.96
0.83
0.73
0.65
0.58
0.46
0.37
0.92
0.81
0.71
0.63
0.56
0.45
0.36
0.89
0.78
0.68
0.6
0.54
0.43
0.35
0.85
0.74
0.65
0.58
0.51
0.41
0.33
0.81
0.71
0.62
0.55
0.49
0.39
0.32
0.76
0.67
0.59
0.52
0.46
0.37
0.3
0.71
0.62
0.55
0.49
0.43
0.35
0.28
0.66
0.57
0.51
0.45
0.4
0.32
0.26
0.59
0.52
0.46
0.41
0.36
0.29
0.24
G
0
0
0
0
0
0
0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.9
0.9
0.9
0.9
0.9
0.9
0.9
1
1
1
1
1
1
1
WT
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
F
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
D
0.89
0.77
0.68
0.6
0.53
0.42
0.33
0.87
0.75
0.66
0.58
0.51
0.41
0.32
0.84
0.73
0.64
0.56
0.5
0.39
0.31
0.81
0.71
0.62
0.55
0.48
0.38
0.31
0.78
0.68
0.6
0.53
0.47
0.37
0.29
0.75
0.65
0.57
0.5
0.45
0.36
0.28
0.71
0.62
0.55
0.48
0.43
0.34
0.27
0.67
0.59
0.52
0.45
0.4
0.32
0.26
0.63
0.55
0.48
0.43
0.38
0.3
0.24
0.58
0.51
0.45
0.39
0.35
0.28
0.22
0.53
0.46
0.4
0.36
0.32
0.25
0.2
G
0
0
0
0
0
0
0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.9
0.9
0.9
0.9
0.9
0.9
0.9
1
1
1
1
1
1
1
WT
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
F
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
D
0.79
0.69
0.6
0.53
0.46
0.36
0.29
0.77
0.67
0.58
0.51
0.45
0.35
0.28
0.75
0.65
0.57
0.5
0.44
0.34
0.27
0.73
0.63
0.55
0.48
0.42
0.33
0.26
0.7
0.61
0.53
0.47
0.41
0.32
0.26
0.67
0.58
0.51
0.45
0.39
0.31
0.25
0.64
0.56
0.48
0.43
0.38
0.3
0.24
0.6
0.53
0.46
0.4
0.36
0.28
0.22
0.57
0.49
0.43
0.38
0.33
0.26
0.21
0.52
0.46
0.4
0.35
0.31
0.25
0.2
0.47
0.41
0.36
0.32
0.28
0.22
0.18
G
0
0
0
0
0
0
0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.9
0.9
0.9
0.9
0.9
0.9
0.9
1
1
1
1
1
1
1
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
APPENDIX R
G = 0.15
G = 0.0
1.4
2
1.2
D= 0
1.6
D = 0.5
1.4
D = 1.0
D = 0.1
1.2
D = 0.2
D = 0.3
1
D = 0.4
0.8
D = 0.6
D = 0.7
0.6
D = 0.8
Factor of safety (Bishop Single)
Factor of safety (Bishop Single)
1.8
1
D= 0
D = 0.5
0.8
D = 1.0
D = 0.1
D = 0.2
0.6
D = 0.3
D = 0.4
0.4
D = 0.9
0.4
0.2
0.2
0
0
0
0
10
20
30
40
50
60
70
80
90
10
20
30
100
40
50
60
70
80
90
100
Watertable
Watertable
G = 0.05
G = 0.2
1.8
1.2
D=0
1.4
D = 0.5
D = 1.0
1.2
D = 0.1
1
D = 0.2
D = 0.3
0.8
D = 0.4
0.6
D = 0.6
D = 0.7
0.4
D = 0.8
0.2
Factor of safety (Bishop Single)
Factor of safety (Bishop single)
1.6
1
D= 0
0.8
D = 0.5
D = 1.0
D = 0.1
0.6
D = 0.2
D = 0.3
0.4
D = 0.4
0.2
0
0
0
10
20
30
40
50
60
70
80
90
100
0
10
20
30
40
Watertable
50
60
70
80
90
100
Watertable
G = 0.1
G = 0.3
1
1.6
1.2
D = 0.5
D = 1.0
1
D = 0.1
0.8
D = 0.2
0.6
D = 0.3
0.4
D = 0.4
0.2
D = 0.6
Factor of safety (Bishop Single)
D=0
0.8
0.7
0.6
D= 0
D = 0.5
0.5
D = 1.0
0.4
0.3
0.2
0.1
D = 0.7
0
0
10
20
30
40
50
60
70
80
90
0
100
0
10
20
30
Watertable
40
50
60
70
80
90
100
Watertable
G = 0.4
0.8
0.7
Factor of safety (Bishop Single)
Factor of safety (Bishop Single)
0.9
1.4
0.6
0.5
D= 0
D = 0.5
0.4
D = 1.0
0.3
0.2
0.1
0
0
10
20
30
40
50
60
Watertable
70
80
90
100
APPENDIX R
Slope profile 6a.
F
D
2.49
2.14
1.87
1.66
1.48
1.22
1.02
2.41
2.07
1.81
1.6
1.44
1.18
0.99
2.33
2
1.75
1.55
1.39
1.14
0.96
2.24
1.93
1.69
1.5
1.34
1.1
0.92
2.15
1.85
1.62
1.43
1.28
1.05
0.88
2.04
1.76
1.54
1.36
1.22
1
0.84
1.93
1.66
1.45
1.29
1.15
0.94
0.79
1.8
1.55
1.36
1.2
1.07
0.88
0.74
1.67
1.43
1.25
1.11
0.99
0.82
0.68
1.51
1.3
1.14
1.01
0.9
0.74
0.62
1.34
1.15
1.01
0.89
0.8
0.66
0.55
G
0
0
0
0
0
0
0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.9
0.9
0.9
0.9
0.9
0.9
0.9
1
1
1
1
1
1
1
WT
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
F
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
D
2.49
2.14
1.87
1.66
1.48
1.22
1.02
2.41
2.07
1.81
1.6
1.44
1.18
0.99
2.33
2
1.75
1.55
1.39
1.14
0.96
2.24
1.93
1.69
1.5
1.34
1.1
0.92
2.15
1.85
1.62
1.43
1.28
1.05
0.88
2.04
1.76
1.54
1.36
1.22
1
0.84
1.93
1.66
1.45
1.29
1.15
0.94
0.79
1.8
1.55
1.36
1.2
1.07
0.88
0.74
1.67
1.43
1.25
1.11
0.99
0.82
0.68
1.51
1.3
1.14
1.01
0.9
0.74
0.62
1.34
1.15
1.01
0.89
0.8
0.66
0.55
G
0
0
0
0
0
0
0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.9
0.9
0.9
0.9
0.9
0.9
0.9
1
1
1
1
1
1
1
WT
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
F
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
D
2.49
2.14
1.87
1.66
1.48
1.22
1.02
2.41
2.07
1.81
1.6
1.44
1.18
0.99
2.33
2
1.75
1.55
1.39
1.14
0.96
2.24
1.93
1.69
1.5
1.34
1.1
0.92
2.15
1.85
1.62
1.43
1.28
1.05
0.88
2.04
1.76
1.54
1.36
1.22
1
0.84
1.93
1.66
1.45
1.29
1.15
0.94
0.79
1.8
1.55
1.36
1.2
1.07
0.88
0.74
1.67
1.43
1.25
1.11
0.99
0.82
0.68
1.51
1.3
1.14
1.01
0.9
0.74
0.62
1.34
1.15
1.01
0.89
0.8
0.66
0.55
G
0
0
0
0
0
0
0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.9
0.9
0.9
0.9
0.9
0.9
0.9
1
1
1
1
1
1
1
WT
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
F
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
D
2.47
2.13
1.86
1.65
1.47
1.21
1.01
2.39
2.06
1.8
1.6
1.43
1.17
0.98
2.32
1.99
1.74
1.54
1.38
1.13
0.95
2.23
1.92
1.68
1.49
1.33
1.09
0.92
2.13
1.84
1.61
1.42
1.27
1.04
0.88
1.95
1.75
1.53
1.35
1.21
0.99
0.83
1.92
1.65
1.44
1.28
1.14
0.94
0.79
1.79
1.54
1.35
1.19
1.07
0.88
0.74
1.66
1.43
1.25
1.1
0.99
0.81
0.68
1.51
1.3
1.13
1
0.9
0.74
0.62
1.33
1.15
1
0.89
0.8
0.65
0.55
G
0
0
0
0
0
0
0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.9
0.9
0.9
0.9
0.9
0.9
0.9
1
1
1
1
1
1
1
WT
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
F
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
D
2.16
1.86
1.62
1.43
1.27
1.03
0.86
2.1
1.8
1.56
1.38
1.23
1
0.83
2.03
1.74
1.51
1.34
1.19
0.97
0.81
1.95
1.68
1.46
1.29
1.15
0.93
0.78
1.87
1.6
1.4
1.23
1.1
0.89
0.74
1.78
1.53
1.33
1.17
1.04
0.85
0.71
1.68
1.44
1.25
1.11
0.99
0.8
0.67
1.57
1.34
1.17
1.03
0.92
0.75
0.62
1.45
1.24
1.08
0.96
0.85
0.69
0.58
1.32
1.13
0.98
0.87
0.77
0.63
0.52
1.17
1
0.87
0.77
0.69
0.56
0.46
G
0
0
0
0
0
0
0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.9
0.9
0.9
0.9
0.9
0.9
0.9
1
1
1
1
1
1
1
WT
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
F
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
D
1.88
1.6
1.39
1.22
1.09
0.88
0.72
1.82
1.55
1.35
1.18
1.05
0.85
0.7
1.76
1.5
1.3
1.15
1.02
0.82
0.68
1.7
1.45
1.26
1.1
0.98
0.79
0.65
1.62
1.39
1.2
1.06
0.94
0.76
0.62
1.54
1.32
1.14
1.01
0.89
0.72
0.59
1.46
1.24
1.08
0.95
0.84
0.68
0.56
1.36
1.16
1.01
0.89
0.79
0.64
0.52
1.26
1.07
0.93
0.82
0.73
0.59
0.48
1.14
0.98
0.85
0.75
0.66
0.53
0.44
1.01
0.87
0.75
0.66
0.59
0.47
0.39
G
0
0
0
0
0
0
0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.9
0.9
0.9
0.9
0.9
0.9
0.9
1
1
1
1
1
1
1
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
WT = watertable
elevation
F = factor of
safety
D = disturbance
factor
G = earthquake
force
APPENDIX R
WT
F
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
D
1.68
1.42
1.23
1.07
0.95
0.76
0.62
1.63
1.38
1.19
1.04
0.92
0.73
0.6
1.58
1.33
1.15
1
0.89
0.71
0.58
1.52
1.29
1.11
0.97
0.86
0.68
0.56
1.45
1.23
1.06
0.93
0.82
0.65
0.54
1.38
1.17
1.01
0.88
0.78
0.62
0.51
1.3
1.11
0.95
0.83
0.74
0.59
0.48
1.22
1.03
0.89
0.78
0.69
0.55
0.45
1.13
0.95
0.82
0.72
0.64
0.51
0.42
1.02
0.87
0.75
0.65
0.58
0.46
0.38
0.91
0.77
0.66
0.58
0.51
0.41
0.33
G
0
0
0
0
0
0
0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.9
0.9
0.9
0.9
0.9
0.9
0.9
1
1
1
1
1
1
1
WT
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
F
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
D
1.53
1.3
1.12
0.98
0.87
0.7
0.57
1.48
1.26
1.09
0.95
0.84
0.68
0.55
1.43
1.22
1.05
0.92
0.82
0.65
0.54
1.38
1.17
1.01
0.89
0.79
0.63
0.52
1.32
1.12
0.97
0.85
0.75
0.6
0.49
1.26
1.07
0.92
0.81
0.72
0.57
0.47
1.18
1.01
0.87
0.76
0.68
0.54
0.44
1.11
0.94
0.81
0.71
0.63
0.51
0.42
1.02
0.87
0.75
0.66
0.58
0.47
0.38
0.93
0.79
0.68
0.6
0.53
0.42
0.35
0.82
0.7
0.61
0.53
0.47
0.38
0.31
G
0
0
0
0
0
0
0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.9
0.9
0.9
0.9
0.9
0.9
0.9
1
1
1
1
1
1
1
WT
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
F
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
D
1.44
1.22
1.06
0.93
0.82
0.66
0.54
1.39
1.19
1.02
0.9
0.79
0.64
0.52
1.35
1.15
0.99
0.87
0.77
0.62
0.51
1.3
1.11
0.96
0.84
0.74
0.59
0.49
1.24
1.06
0.92
0.8
0.71
0.57
0.47
1.18
1.01
0.87
0.76
0.67
0.54
0.44
1.12
0.95
0.82
0.72
0.64
0.51
0.42
1.04
0.89
0.77
0.67
0.59
0.48
0.39
0.97
0.82
0.71
0.62
0.55
0.44
0.36
0.88
0.75
0.65
0.56
0.5
0.4
0.33
0.78
0.66
0.57
0.5
0.44
0.35
0.29
G
0
0
0
0
0
0
0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.9
0.9
0.9
0.9
0.9
0.9
0.9
1
1
1
1
1
1
1
WT
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
F
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
D
1.37
1.16
1
0.88
0.78
0.62
0.51
1.32
1.13
0.97
0.85
0.75
0.6
0.5
1.28
1.09
0.94
0.82
0.73
0.58
0.48
1.23
1.05
0.91
0.79
0.7
0.56
0.46
1.18
1
0.87
0.76
0.67
0.54
0.44
1.12
0.96
0.83
0.72
0.64
0.51
0.42
1.06
0.9
0.78
0.68
0.6
0.48
0.4
0.99
0.84
0.73
0.64
0.56
0.45
0.37
0.92
0.78
0.67
0.59
0.52
0.42
0.34
0.83
0.71
0.61
0.54
0.47
0.38
0.31
0.74
0.63
0.54
0.48
0.42
0.34
0.28
G
0
0
0
0
0
0
0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.9
0.9
0.9
0.9
0.9
0.9
0.9
1
1
1
1
1
1
1
WT
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
F
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
D
1.31
1.12
0.97
0.85
0.75
0.6
0.49
1.27
1.08
0.94
0.82
0.72
0.58
0.48
1.23
1.05
0.9
0.79
0.7
0.56
0.46
1.19
1.01
0.87
0.76
0.68
0.54
0.45
1.13
0.96
0.83
0.73
0.65
0.52
0.43
1.08
0.92
0.79
0.7
0.62
0.49
0.41
1.02
0.87
0.75
0.66
0.58
0.47
0.38
0.95
0.81
0.7
0.61
0.54
0.44
0.36
0.88
0.75
0.65
0.57
0.5
0.4
0.33
0.8
0.68
0.59
0.52
0.46
0.37
0.3
0.71
0.6
0.52
0.46
0.4
0.32
0.27
G
0
0
0
0
0
0
0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.9
0.9
0.9
0.9
0.9
0.9
0.9
1
1
1
1
1
1
1
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
0
0.05
0.1
0.15
0.2
0.3
0.4
APPENDIX R
G = 0.15
G = 0.0
1.8
3
D = 0.5
D = 1.0
2
D = 0.1
1.5
D = 0.2
D = 0.3
1
D = 0.4
0.5
D = 0.6
Factor of safety (Bishop single)
Factor of safety (Bishop single)
D=0
2.5
D = 0.7
10
20
30
40
50
60
70
80
90
100
Watertable
D=0
1.4
D = 0.5
1.2
D = 1.0
1
D = 0.4
0.8
D = 0.1
D = 0.2
0.6
D = 0.3
0.4
D = 0.6
0.2
D = 0.7
0
0
1.6
0
D = 0.8
0
10
20
30
40
70
80
90
100
G = 0.2
2.5
1.6
D=0
D = 0.5
2
D = 1.0
D = 0.4
1.5
D = 0.1
D = 0.2
1
D = 0.3
D = 0.6
0.5
D = 0.7
D = 0.8
0
0
10
20
30
40
50
60
70
80
90
100
Factor of safety (Bishop single)
Factor of safety (Bishop single)
60
Watertable
D = 0.9
G = 0.05
1.4
D=0
1.2
D = 0.5
1
D = 1.0
0.8
D = 0.4
D = 0.1
0.6
D = 0.2
0.4
D = 0.3
0.2
D = 0.6
0
D = 0.9
0
10
20
30
Watertable
40
50
60
70
80
90
100
D = 0.7
Watertable
G = 0.1
G = 0.3
2
D=0
1.8
D = 0.5
1.6
D = 1.0
1.4
D =0.4
1.2
D = 0.1
1
D = 0.2
0.8
D = 0.3
0.6
D = 0.6
0.4
D = 0.7
0.2
D = 0.8
0
0
10
20
30
40
50
60
70
80
90
100
D = 0.9
Factor of safety (Bishop single)
1.4
1.2
D=0
1
D = 0.5
0.8
D = 1.0
D = 0.4
0.6
D = 0.1
0.4
D = 0.2
0.2
D = 0.3
0
0
20
40
Watertable
60
80
100
Watertable
G = 0.4
1.2
Factor of safety (Bishop single)
Factor of safety (Bishop single)
50
1
0.8
D=0
D = 0.5
0.6
D = 1.0
D = 0.4
0.4
0.2
0
0
10
20
30
40
50
60
Watertable
70
80
90
100