bialystok technical university faculty of civil and environmental

BIALYSTOK TECHNICAL UNIVERSITY
FACULTY OF CIVIL AND ENVIRONMENTAL
ENGINEERING
DEPARTMENT OF GEOTECHNICS
Laboratory Instruction
Civil Engineering
Erasmus
Soil mechanics laboratory
Determination of soil bulk density using hydrostatic lift method ,
determination density of solid particles
Test No: III
Elaborated : dr eng. Małgorzata Jadwiga Glinicka
1
1. Determination of bulk density of soil
Definition:

mm
3
, g/cm
V
where:
mm – mass of specimen,
V – volume of specimen.
Laboratory method

mm
m p  m pw
w

3
, g/cm
m p  mm
p
where:
mm – mass of soil specimen, g,
mp – mass of soil specimen with paraffin, g,
mpw – mass of soil specimen with paraffin into water, g,
3
ρw – density of pore water, 1 g/cm ,
3
ρs – density of paraffin, 0,93 g/cm .
Determine type of soil
…………………………………………………………………………………………………………
2
Results of soil bulk density test
Bulk density ρ
Number of sample
1
2
Mass of soil specimen
mm
[g]
Mass of soil specimen with
paraffin
mp
[g]
Mass of soil specimen with
paraffin into water
mpw
[g]
Density of pore water
ρw
[g/cm3]
1
Density of paraffin
ρp
[g/cm3]
0,93
Bulk density of soil
ρ
[g/cm3]
Average value of bulk soil density ρ
[g/cm3]
Conclusion :
Check and compare value of result in Polish Standard PN-81/B-03020
3
2. Determination of density of soil particles
Definition:
s 
ms
,
Vs
3
g/cm
Laboratory test
The density of soil particles determines in pycnometer ( volumetric bottle)
s 
m  m 
 m  m  m
g
mwt
t
g
w
t
3
, g/cm
wg
where:
mg – mass of pycnometer and dry soil, g
mwt – mass of pycnometer plus water ,g
-
The temperature for mwt should be the same as for determination mwg.
-
The pycnometer calibration should be done.
-
The water into the bottle should be to calibration line at the bottle.
mwg – mass of pycnometr, soil, water, g
mt – mass of clean, dry pycnometer ,
ρw – density of pore water .
Fig.1
Pycnometer
Density of soil particles depends on mineral composition of soil and rock. It amounts from 1,4 to 3,2
3
g/cm .
3
For mineral soils ρs = 2,65÷2,78 g/cm .
Determine type of soil
…………………………………………………………………………………………………………
4
Results of test of soil particles density
Density of soil particles ρs
Mass of pycnometer
mt
[g]
Mass of pycnometer and
dry soil
mg
[g]
Mass of dry soil
m s = m g - mt
[g]
Mass of pycnometer
with soil and water
mwg
[g]
Mass of pycnometer
with water
mwt
[g]
Density of soil particles ρs
3
[g/cm ]
Average value of density of soil particles ρs
Conclusion :
Check value of result in Polish Standard PN-81/B-03020
5