ELSEVIER Earth and Planetary Science Letters 163 (1998) 83–95 Cataclastic solution creep of very soluble brittle salt as a rock analogue Bas den Brok Ł , Mohsine Zahid, Cees Passchier Institut für Geowissenschaften, Johannes Gutenberg-Universität, 55099 Mainz, Germany Received 16 April 1998; revised version received 9 July 1998; accepted 11 August 1998 Abstract Until about the late 1960s, macroscopically ductile deformation of quartz was seen as a microscopically cataclastic process by most geologists (cf. the origin of the name ‘mylonite’). Undulatory extinction, subgrains, recrystallised grains and even crystallographic preferred orientations were interpreted as due to water-assisted brittle deformation processes. Nowadays, by contrast, the occurrence of these optical microstructures is considered as conclusive and unequivocal evidence for dislocation creep. The abundance of these microstructures in naturally deformed rocks lead to the conclusion that dislocation creep is the most important ductile deformation mechanism within the Earth’s crust. We studied whether a water-assisted brittle deformation mechanism could, in principle, be able to produce apparent ‘crystal plastic’ microstructures, and how. To this end we performed a long-term deformation experiment using soluble brittle salt (NaClO3 ) as an analogue for quartz. A single crystal of NaClO3 was uniaxially stressed for 44 days at room temperature in the presence of a saturated NaClO3 solution under atmospheric pressure. The crystal was microscopically studied during the experiment. It slowly deformed by cataclastic creep. First, irregular free face dissolution structures developed at highly stressed portions of the crystal. These locally developed into very fine channel-like structures, mostly oriented sub-parallel to crystallographic planes. Most of the channels developed into slits and finally into fractures. Fracture walls migrated by solution transfer leading to changes in shape of the crystal fragments. The resulting polygonal deformation microstructure could easily be mistaken for a dynamically recrystallised ‘crystal plastic’ microstructure. Therefore, care should be taken to use such optical microstructures as conclusive evidence for dislocation creep. This is important, because the occurrence of these microstructures is the strongest argument for dislocation creep in crustal rocks. 1998 Elsevier Science B.V. All rights reserved. Keywords: cataclasis; microcracks; deformation; ultrastructure 1. Introduction Undulatory extinction, subgrains, and small new recrystallised grains in arrays and at grain boundaries are very common in rocks that underwent ductile Ł Corresponding author. Tel.: C49 (6131) 393843; Fax: C49 (6131) 393863; E-mail: [email protected]. Present address: Geologisches Institut, ETH-Zürich, Sonneggstraße 5, CH-8092 Zürich, Switzerland. deformation under low and medium grade metamorphic conditions, especially in quartz [1–3]. The presence of such structures is commonly explained as a result of dislocation creep, and their abundance in rocks is the major argument to support dislocation creep as the dominant deformation mechanism under low and medium grade metamorphic conditions in the continental crust (e.g., [4]). In earlier times, however, these microstructures were interpreted as cataclastic deformation structures (e.g., [5–8]) and 0012-821X/98/$ – see front matter 1998 Elsevier Science B.V. All rights reserved. PII: S 0 0 1 2 - 8 2 1 X ( 9 8 ) 0 0 1 7 7 - 0 84 B. den Brok et al. / Earth and Planetary Science Letters 163 (1998) 83–95 dislocation creep was not yet recognised to be an important deformation mechanism. Undulatory extinction, subgrains, recrystallised grains and even crystallographic preferred orientations were believed to be due to brittle processes, i.e., due to fracturing of the minerals, and subsequent slight translation, rotation, and water-assisted healing of the fractures. This idea was abandoned in the late 1960s, mainly under the influence of new experimental deformation studies (e.g., [9,10]), first transmission electron microscopy studies of deformed rocks [11,12], and optical microscopy studies in which the deformation microstructures were compared with those observed in plastically deformed metals (e.g., [13,14]). It was shown more recently, however, that optical deformation microstructures labelled as undulatory extinction, subgrains and small new recrystallised grains may indeed develop by microcracking in feldspar [15], in amphibole [16], and in quartzite [17,18]. In the latter case, water-assisted microfracturing associated with solution mass transfer was inferred to be responsible for the development of these structures [17,18]. Under the optical microscope, the cataclastic microstructures reported in the different studies are geometrically very similar to those in naturally deformed rocks that are supposed to have formed by crystal plastic processes. It was concluded therefore, that these optical microstructures should only be used as evidence for dislocation creep with utmost care [15–18]. As long as it is not clear how to distinguish between cataclastic undulatory extinction, subgrains and recrystallised grains, and crystal plastic undulatory extinction, subgrains and recrystallised grains, it remains difficult to decide, whether the one or the other of the two deformation mechanisms prevails during ductile deformation in the crust. If (water-assisted) cataclastic creep is more important than commonly thought, crustal strength profiles and rheological models of the crust need to be modified, because these are based on the assumption that dislocation creep is the most important ductile rock deformation mechanism in the Earth’s crust. Not much is known about cataclastic deformation under conditions where solution mass transfer is important. In order to improve understanding of this process we decided to study cataclastic creep ‘in situ’, i.e., under the microscope and under wet conditions, using a very soluble brittle salt (sodium chlorate) as a rock analogue. This paper reports on the development of a cataclastic deformation microstructure in this material. 2. Materials and methods Sodium chlorate (NaClO3 ) is a very soluble, extremely brittle salt, used by crystallographers as a brittle end member in studies into the effect of strain on crystal growth and dissolution [19–21]. It has a cubic crystal symmetry (point group 23) and is optically isotropic. Its solubility (C), solute diffusivity (D), and dissolution–precipitation kinetic coefficients are comparable to those of NaCl: C is ¾100 g=100 cc water at 25ºC and 0.1 MPa [22]; D is 1:5 ð 10 9 m2 =s at 30ºC [23]; the interface kinetics coefficient (i.e., the interface velocity for a thermodynamic driving force of 1 RT Joule per mole) of the {100} face of NaClO3 is ¾30 µm=s [24,25]. NaClO3 is entirely brittle at room P–T conditions. Vickers hardness on the {100} face is 117 kg=mm2 , comparable to that of calcite (124 kg=mm2 ) [26,27]. NaClO3 crystals were grown within several days from unstirred aqueous solutions after self nucleation on the bottom of a petri-dish. Supersaturation was achieved by slow evaporation of the originally saturated aqueous solution at room temperature. The solution was prepared using NaClO3 from Merck (pure quality; product number 1.06420). Crystals grown in this way had a rectangular shape, controlled by {100} crystal planes. A crystal of optically good quality was selected for the experiment. It measured 1.5 (š0.05) ð 2.6 (š0.05) ð 0.35 (š0.03) mm in size. The experiment was carried out in a simple see-through vessel, consisting of two glass slides .50 ð 50 ð 1:3 mm) held apart by three brass-spacers (Fig. 1). Glass and spacers were glued together with Loctite UV-activated glue. Between the glass slides a slot remained open of 0.461 (š0.003) ð 24.8 (š0.02) ð ¾40 mm in size. The single crystal was inserted in the slot with its intermediate axis approximately parallel to the loading direction (LD), and bedded in a matrix of fine grained sodium chlorate (also from Merck; grain size 250 to 355 µm). There was some free space left between the crystal and the glass .0:11 š 0:03 mm). Crystal plus aggregate were first compacted and then deformed. B. den Brok et al. / Earth and Planetary Science Letters 163 (1998) 83–95 85 Fig. 1. Side view of experimental set up used (real size). (a) Set up used for compaction and (b) for deformation. Brass pistons and spacers are ¾0.32 mm thin plates between ¾1.3 mm thin glass slides of 50 ð 50 mm in size. The set up was placed in vertical position with a weight resting on the moveable piston. During deformation, a weight rested on the central piston, whereas the two outer pistons were left without weight, thus being able to move outwards during deformation. 2.1. Compaction The aggregate was compacted by inserting a brass-piston in the slot. This piston measured 24.6 (š0.2) ð 0.32 (š0.02) ð 41 (š0.5) mm in size. It was loaded which a dead weight of 2872 (š5) g, corresponding to a calculated (nominal) pressure in the aggregate of 2.46 (š0.02) MPa. Note that losses due to friction are not taken into account here, and that pressure was very probably heterogeneously distributed throughout the sample aggregate (due to the presence of the larger single crystal). Displacement of the piston was monitored with a dial gauge. Readings were logged at regular times using a stopwatch. The aggregate was first compacted ‘dry’ (i.e., no solution added) for ¾19 minutes. It compacted instantaneously (in seconds) by ¾16%, mainly by grain boundary sliding in the aggregate. No measurable further compaction occurred during the rest of the ¾19 minutes. The single crystal remained completely undeformed. After dry compaction, the piston was unloaded, but held on its place, while saturated sodium chlorate solution was added from above with a syringe, by inserting its 0.3 mm diameter needle between the piston and the vessel. The solution could be seen impregnating the aggregate in seconds by capillary forces. The upper part of the vessel was then closed off with silicon grease to prevent evaporation of the solution, and the piston was reloaded for ¾19 hours with the same weight as during the dry compaction. During this stage, the entire aggregate compacted ‘wet’ by another ¾16% (Fig. 2). Again, the single crystal remained undeformed during this compaction stage. Directly above and below the single crystal compaction was intense (¾26%; Fig. 2). The rate of compaction was approximately proportional to the compaction strain to the power 3 (Fig. 3). This behaviour is similar to that observed by Den Brok et al. (manuscript submitted to Tectonophysics, 1997) for compaction of sodium chlorate in capillary glass tubes, where compaction under similar P– T conditions was inferred to be due to diffusion controlled pressure solution. 2.2. Deformation After compaction, the piston was slid out from between the glass slides and three new pistons were inserted (Fig. 1b). The aggregate was now differentially loaded using the middle piston only. This piston measured 9.83 (š0.04) ð 0.32 (š0.02) ð ¾41 mm in 86 B. den Brok et al. / Earth and Planetary Science Letters 163 (1998) 83–95 Fig. 2. Wet compaction data of aggregate plus single crystal at room P–T conditions and nominal compaction pressure of 2:46 š 0:02 MPa. (a) Compaction strain versus time curves. (b) 10-Base logarithmic strain rate versus 10-base logarithmic strain curves. Curves marked 1 are for bulk compaction of the entire aggregate plus single crystal. Curves marked 2 are for the aggregate directly above and below the single crystal, where compaction was more intense because the single crystal did not deform during the compaction. size. The outer pistons were left unloaded, and were free to move outwards during the experiment. Initially, a weight of 3867 (š5) g was applied on the piston, corresponding to a calculated (nominal) differential stress of 8:4 š 0:1 MPa on the aggregate plus single crystal. The aggregate deformed by ¾13% during the first day (Fig. 3), mostly by a Fig. 3. Wet deformation data of sodium chlorate aggregate plus single crystal at room P–T conditions. Piston displacement and calculated strain are plotted as a function of time. Small black dots are the measurements. Large open circles indicate moments where the aggregate was unloaded and pictures were made. Strain is indicated for the entire aggregate (including the single crystal). During the first two days, calculated bulk stress was 8:4 š 0:1 MPa. From the second day onwards, calculated bulk stress was 9:5 š 0:1 MPa. combination of grain sliding, pressure solution and cataclastic processes. The single crystal, by contrast, remained completely undeformed. No signs of deformation could be microscopically detected after the first day. Because the aggregate directly left and right of the single crystal readily deformed, but the single crystal itself remained intact, stresses on the single crystal must have increased significantly during this deformation stage. Therefore, a much larger part of the load may actually have been carried by the single crystal than the calculated nominal value. If all of the load were carried by the crystal, then it would have had to support a load corresponding to a calculated (nominal) stress of 42 (š4) MPa. This is an upper limit. In experiments reported by Den Brok et al. (manuscript submitted to Tectonophysics, 1997) dry single crystals of sodium chlorate were able to sustain stresses of ¾21 MPa without measurably deforming. At higher stresses crystals broke catastrophically. The crystal in our experiment did not break after application of the load. The differential stress on the single crystal was therefore most probably lower than ¾21 MPa. However, because we did not know how large the friction was, neither between the piston and the glass, nor between the aggregate and the glass, and also because we did not know how large the stresses were that were oriented perpendicular to LD, we could not reliably quantify the stress state during the experiment. B. den Brok et al. / Earth and Planetary Science Letters 163 (1998) 83–95 87 After 1.9 days the load was increased to 4388 (š5) g, corresponding to a calculated (nominal) stress of 9.5 (š0.1) MPa on the aggregate plus single crystal, and 47 (š4) MPa assuming that the load was carried entirely by the single crystal. From then on the load was kept constant for about another 42 days. The entire experiment lasted 44 days. Piston displacement as well as bulk-aggregate-plus-single-crystal strain was plotted as a function of time (Fig. 3). The entire aggregate deformed by ¾40% in 44 days, corresponding to an average strain rate of ¾10 7 =s. In order to make pictures from the sample under the microscope, it had to be unloaded. This was done very carefully, but some small fractures may have formed during some of the reloading events. We believe, however, that these fractures formed instantaneously, whereas the fractures of importance to this study developed slowly while the sample was under stress. Moments at which the sample was unloaded are marked with large open circles in Fig. 3. 3. Deformation microstructures The single crystal deformed cataclastically. Characteristic optical deformation microstructures are depicted in Figs. 4–7. After initial loading at a calculated (nominal) stress of 8:4 š 0:1 MPa, and 9:5 š 0:1 MPa after 1.9 days, the single crystal remained entirely intact. Optical deformation features (dissolution features and small microfractures) were only observed after 5.7 days. During the 44 days that the crystal was under stress (and repeatedly unloaded and reloaded for microscopical examination) it did not collapse catastrophically, i.e., fracturing remained subcritical. The crystal slowly became subdivided in a large number of fragments (or clasts). These fragments translated and rotated only to a very small extent. Fragment boundaries were mostly oriented roughly parallel to {100}, both parallel as well as perpendicular to LD, but orientations oblique to {100} and LD also developed. Two localities were chosen to study the development of the cataclastic microstructure in detail. These localities are further referred to as ‘locality 1’ (Figs. 5 and 6) and ‘locality 2’ (Fig. 7). Fig. 4. Microstructure of centre of single crystal after 33.5 days under stress showing abundance of healed microcracks oriented parallel to the loading direction (LD) and showing also presence of cataclastic structure (fragments) with boundaries oriented approximately parallel to {100}. 3.1. Locality 1 Locality 1 was at one of the lower corners of the single crystal. A cataclastic microstructure developed within 10 to 30 days. After 7.5 days from the beginning, the first optical signs of deformation were visible. Irregular free face dissolution features had developed at the highly stressed lower side of the single crystal, i.e., the side oriented perpendicular to the loading direction(LD) (lower side in Fig. 5a, near α). These features had not developed at the relatively stress free side oriented parallel to LD. Also, an open microfracture about 100 µm long, 5–10 µm wide with a blunt tip had developed at β. One day later, after 8.5 days from the beginning (Fig. 5b), the free face dissolution structure at α had grown, and the irregularities had become more reg- 88 B. den Brok et al. / Earth and Planetary Science Letters 163 (1998) 83–95 Fig. 5. Cataclasis at locality 1. Series of optical micrographs of lower corner of the single crystal illustrating the development of cataclastic microstructure within ¾30 days. Scale is indicated in (a). Load was applied from above, i.e., maximum principal stress is approximately vertical. Time elapsed after initial loading is indicated in the lower left corner of each picture. Visible on the left side of all pictures are aggregate grains in ‘pressure shadow’ of the single crystal, and on the lower side intensely compacted and deformed aggregate grains. For explanation see text. ular, i.e. showing {100} crystal faces, both parallel as well as perpendicular to LD. Two very small cube shaped grains (10–30 µm in size) had formed out of the rim of the single crystal at the lower side of the structure at α. These small grains had boundaries parallel to {100}. After 9.3 days from the beginning (Fig. 6a), the dissolution features at α had dissolved further into the crystal. A ‘horizontal’ (i.e., perpendicular to LD) fracture was now visible at α (directly right below H in Fig. 6a). It had developed just there, where the free face dissolution structure made a 90º angle between two {100} crystal faces. The part of the crystal directly below H had become an independent B. den Brok et al. / Earth and Planetary Science Letters 163 (1998) 83–95 89 Fig. 5 (continued). fragment (or clast), which it remained until it broke into several smaller fragments about 10 days later (Fig. 6e). After 11.2 days from the beginning (Fig. 5c and Fig. 6b) a major microstructural change had taken place. A fracture had now developed to the right of H (Fig. 6b). This fracture was about 10 µm wide and 100 µm long and oriented parallel to {100} and LD. Its tip was blunt (or rounded) and ended in a channel structure at the surface of the crystal. The channel got wider and less deep in the direction away from the fracture and was oriented oblique to {100} and LD, illustrating that microfracturing is controlled by dissolution of the crystal at the crack tip. The dissolution structure left from H also developed into a fracture oriented parallel to {100} and LD. The originally open ‘horizontal’ fracture was now closed, and remained closed during the rest of the experiment. After 12.2 days (Fig. 6c), fragment H had separated from the single crystal and had become an independent clast. The fracture to the left of H had developed a jog to the right and propagated parallel to {100} and perpendicular to LD to join the frac- 90 B. den Brok et al. / Earth and Planetary Science Letters 163 (1998) 83–95 Fig. 6. Enlargement of part of the microstructures developed by cataclastic creep at locality 1 and showing microstructural development between 11.2 and 19.6 days in more detail than in Fig. 5c and d. Scale is indicated in (a). Maximum principal stress is approximately vertical. Time elapsed after initial loading is indicated in the lower left corner of each picture. For explanation see text. B. den Brok et al. / Earth and Planetary Science Letters 163 (1998) 83–95 91 Fig. 7. Development of cataclastic deformation microstructure at locality 2. Scale is indicated in (a). Maximum principal stress is approximately vertical. Time elapsed after initial loading is indicated in the lower left corner of each picture. For explanation see text. 92 B. den Brok et al. / Earth and Planetary Science Letters 163 (1998) 83–95 ture to the right of H. The fracture to the right of H had achieved a staircase shape. A new ‘vertical’ fracture had developed to the right of J, the growth of which had been preceded by a tiny surface channel structure in Fig. 6b. Two days later (14 days from the beginning; Fig. 6d), the fracture to the left of H had grown ¾80 µm upwards and the surface dissolution structures to the right of J had become more pronounced. Fragment H, and the fragment directly below it, underwent little change in shape. After 19.6 days (Fig. 5d and Fig. 6e) fragment H had achieved a more cubic shape. The fragment directly below it had fractured completely. Now, J also developed into a separate fragment, and the fracture to the left of H had propagated significantly. Fig. 5d also shows irregular dissolution features (channels) near P, Q and R. These structures developed into fractures during the next days (Fig. 5e–g). Note, that fractures developed at some but not all of the free surface dissolution channel structures. Some of the channels disappeared without development of fractures; others changed position (compare upper right corner of Fig. 5d with Fig. 5e). Dissolution features also had developed at the ‘vertical’ boundary of the crystal (left side, in the middle). After 26.4 days (Fig. 5f), many new fragments (or clasts, or grains) had formed (A–G, K and L). Fragment boundaries were oriented sub parallel to {100}. The boundaries had only formed there, where originally channels were present. During the rest of the experiment (next ¾18 days) this microstructure did not undergo significant changes. One day later, after 8.5 days (Fig. 7c) the channel structures had dissolved further inwards to form fractures (clearly visible to the right of φ). New channels had also developed (above and left of φ). Interestingly, one day later (Fig. 7d) the channels to the left of φ in Fig. 7c had disappeared. The ‘horizontal’ channel above φ had dissolved further inwards. Note also tiny healed microfractures developed at about 45º to {100} and LD branching off from the upper fracture as well as the one directly above φ connecting the two major fractures. At the site where the two major fractures in Fig. 7 nearly met (above φ; future grain A), a bridge structure developed into an independent fragment (or clast). This locality could already be identified as a surface structure in Fig. 7b, but the fragment only became independent after 14 days. In the beginning its shape was irregular, but after ¾19.6 days its shape was more rectangular. It further changed shape (Fig. 7g–j), finally looking more like a recrystallised grain than a fragment (or clast). Note also development of grain B and C by fracturing after 19.6 days (Fig. 7g). 3.3. Microstructures in the surrounding aggregate Three different microstructural domains could be distinguished in the surrounding aggregate (labelled I, II and II in Fig. 8). In domain I no remarkable microstructural changes had taken place during the experiment. Grains remained rounded and in touch with each other, but no deformation of the contacts 3.2. Locality 2 Locality 2 (Fig. 7a–h) was near one of the upper corners of the crystal. After 7.5 days from the beginning of the experiment, two relatively large microfractures had developed here (Fig. 7b). The fractures were oriented partly sub parallel to {100} and LD, and partly at an angle of ¾45º to {100} and LD. The fractures had developed by localised dissolution. Both the upper and the lower fracture ended in a channel structure, clearly visible for the lower fracture right of φ in Fig. 7b. Fracture development was entirely controlled by the orientation of the channels, which grew preferably parallel to {100} and LD, but also perpendicular to LD. Fig. 8. Schematic drawing of sample assembly (cf. Fig. 1) indicating the different microstructural domains in the aggregate surrounding the single crystal. (I) No microstructural changes; (II) intense shortening parallel to loading direction, by grain sliding, microcracking, and pressure solution; (III) precipitation of dissolved material in the pores, but also deformation by grain sliding, microcracking and pressure solution. B. den Brok et al. / Earth and Planetary Science Letters 163 (1998) 83–95 did occur, nor did the contacts heal. In domain II the initially porous aggregate had deformed by grain sliding, solution precipitation creep and cataclasis into a dense aggregate showing abundant healed microfractures oriented at ¾45º to LD (Fig. 6). Locally the aggregate was pressed so densely against the single crystal that the boundary between the aggregate and the single crystal could not be discerned any more. In domain III the dominant feature was crystal growth on the grains. Most of the material must have come from directly above and below the single crystal. Here, the pore space was filled up almost completely by the end of the experiment. 4. Discussion Our observations on the cataclastic deformation of the single crystal can be summarised as follows. After several days, the first optical deformation features started to develop as irregular free surface dissolution structures at highly stressed portions of the crystal. Out of these structures, channel structures developed, mostly oriented both sub parallel to {100} and to LD, but also parallel to {100} and perpendicular to LD and=or oblique to both of these directions. The channels developed into fractures by localisation of the dissolution. Some of the channels, did not develop further, and disappeared; others changed position. The fractures dissolved their way into the crystal, finally leading to fragmentation (cataclasis). The boundaries of the fragments were mobile, and mostly moved towards parallelism with the {100} crystal faces. The fragments rotated and translated only to a minor extent. Nucleation, rate of propagation, and direction of propagation of the fractures appears to be controlled by free surface dissolution, as in dissolution controlled stress corrosion cracking [28]. The dissolution process was most likely driven by gradients in elastic bulk lattice and=or surface energy, and not by gradients in crystal plastic stored energy for the following reasons. (1) Crystal plastic deformation of sodium chlorate should not be possible at room P– T conditions. Uniaxial deformation experiments on single crystals of sodium chlorate have shown that this material does not deform plastically at stresses below the catastrophic failure stress. At room P–T 93 conditions it is a truly brittle material (resolution of the strain measurement was 0.1%; den Brok et al. 1998, manuscript submitted to Tectonophysics), at least under dry conditions. The possibility that there is some kind of local water-weakening of the resistance to dislocation motion and associated nucleation of dislocations can not be excluded. (2) Some of the dissolution channels did not develop into slits and further into fractures, but disappeared completely. Other channels changed position. This is not compatible with a crystal plastic driving force for dissolution. Elastic strain can be restored, but plastic strain cannot (at least not at room P–T conditions, where recovery is unlikely to occur). (3) Most of the channels developed either parallel or perpendicular to LD. Localisation of crystal plastic strain in zones parallel or perpendicular to LD is not to be expected. Elastic tensile strain energy has a significant effect on the crystal growth rate in NaClO3 [19,20]. For NaClO3 , an increase in the tensile stress by a factor 2 produced an immediate decrease in the growth rate by a factor 2. On release of the tensile stress, the growth rate return to the original value. The same is true for potash alum, another very soluble brittle salt [21]. This is believed to be due changes in bulk and surface elastic free energy [19–21]. The deformation optical microstructures developed by the combined action of localised dissolution, fracturing and readjustment of the fragment boundaries by solution mass transfer, may easily be confused with optical deformation microstructures resulting from crystal plastic dynamic recrystallisation, i.e., undulatory extinction, subgrains, recrystallised grains. Care should be taken therefore, when using this type of microstructure as an argument for dislocation creep. 5. Conclusion The present study shows that an apparent ‘crystal plastic’ optical deformation microstructure may be produced by cataclastic creep in soluble brittle salt (sodium chlorate; NaClO3 ). In single crystals of this material, fractures propagate by dissolving their way inwards, generally sub-parallel to the {100} crystal faces, both parallel as well as perpendicular to the maximum compressive stress. In this way, a 94 B. den Brok et al. / Earth and Planetary Science Letters 163 (1998) 83–95 polycrystalline aggregate of small grains (clasts) develops. Boundaries of the clasts are mobile and move by solution mass transfer preferably towards orientations parallel to {100}. Localised stress-induced dissolution plays a key role in controlling (1) the nucleation of the fractures, (2) the rate of propagation of the fractures, (3) the direction of propagation of the fractures, and (4) the adjustment in shape of the fragments. If this type of cataclastic deformation also operates in rock forming minerals, confusion with crystal plastic dynamic recrystallisation microstructures (undulatory extinction, subgrains, recrystallised grains) is likely to occur. Care should therefore be taken with the interpretation of these microstructures. They should only be used as evidence for dislocation creep with utmost care. Further systematic experimental studies are required to quantify the observed cataclastic deformation process and preferably using real rocks to make extrapolation to natural conditions possible. [9] [10] [11] [12] [13] [14] [15] [16] [17] Acknowledgements [18] This work was partially funded by the Volkswagen Stiftung. Win Means and Jan Tullis are thanked for helpful reviews. [RV] References [1] B.E. Hobbs, W.D. Means, P.F. Williams, An Outline of Structural Geology, Wiley, New York, 1976, 571 pp. [2] R.J. Twiss, E.M. Moores, Structural Geology, Freeman, New York, 1992, 532 pp. [3] C.W. Passchier, R.A.J. Trouw, Microtectonics, SpringerVerlag, Berlin Heidelberg New York, 1996, 289 pp. [4] H.R. Wenk, J.M. Christie, Comments on the interpretation of deformation textures in rocks, J. Struct. Geol. 13 (1991) 1091–1110. [5] H. Rosenbusch, Microscopische Physiographie der Mineralien und Gesteine. Ein Hülfsbuch bei mikroskopischen Gesteinsstudien, Bd I: Die petrographisch wichtigen Mineralien, E. Schweizerbart, Stuttgart, 1885, 664 pp. [6] B. Sander, Gefügekunde der Gesteine mit besonderer Berücksichtigung der Tektonite, Julius Springer Verlag, Wien, 1930, 352 pp. [7] J.J. Sederholm, Über einen metamorphosirten Precambrischen Quarzporphyr von Karvia in der Provinz Åbo, Bull. Comm. Géol. Finlande I (2) (1895) 1–16. [8] C. Lapworth, The highland controversy in British geology: [19] [20] [21] [22] [23] [24] [25] [26] its causes, course, and consequences, Nature 32 (1885) 558–559. B.E. Hobbs, Recrystallization of single crystals of quartz, Tectonophysics 6 (1968) 353–401. J. Tullis, J.M. Christie, D.T. Griggs, Microstructures and preferred orientations of experimentally deformed quartzites, Bull. Geol. Soc. Am. 84 (1973) 297–314. S.H. White, Natural creep deformation of quartzites, Nature Phys. Sci. 234 (1971) 175–177. S.H. White, The dislocation structures responsible for the optical effects in some naturally deformed quartzites, J. Mater. Sci. 8 (1973) 490–499. G. Voll, New work on petrofabrics, Liverpool Manchester Geol. J. 2 (1960) 503–567. C.J.L. Wilson, The prograde microfabric in a deformed quartzite sequence, Mount Isa, Australia, Tectonophysics 19 (1973) 39–81. J. Tullis, R.A. Yund, Transition from cataclastic flow to dislocation creep of feldspar: Mechanisms and microstructures, Geology 15 (1987) 606–609. M.W. Nyman, R.D. Law, E.A. Smelik, Cataclastic deformation mechanisms for the development of core–mantle structures in amphibole, Geology 20 (1992) 455–458. S.W.J. den Brok, C.J. Spiers, Experimental evidence for water weakening of quartzite by microcracking plus solution– precipitation creep, J. Geol. Soc. London 147 (1991) 541– 548. S.W.J. den Brok, An experimental investigation into the effect of water on the flow of quartzite, Geol. Ultraiectina 95 (1992) 1–178. R.I. Ristic, J.N. Sherwood, K. Wojciechowski, Assessment of strain in small sodium chlorate crystals and its relation to growth rate dispersion, J. Cryst. Growth 91 (1988) 163– 168. R.I. Ristic, B.Yu. Shekunov, J.N. Sherwood, The influence of synchrotron radiation-induced strain on the growth and dissolution of brittle and ductile materials, J. Cryst. Growth 179 (1997) 205–212. R.I. Ristic, J.N. Sherwood, T. Shripathi, The influence of tensile strain on the growth of crystals of potash alum and sodium nitrate, J. Cryst. Growth 179 (1997) 194–204. R.J. Meyer, Natrium, Gmelins Handbuch der anorganischen Chemie 21, Eighth Edition published by the Deutsche chemische Gesellschaft, Verlag Chemie, Weinheim an der Bergstrasse und Berlin, 1928 (reprinted 1953). W. Wang, W.R. Hu, Concentration distribution in crystallization from solution under microgravity, J. Cryst. Growth 160 (1996) 398–405. P.-S. Chen, W.R. Wilcox, P.J. Shlichta, Free convection about a rectangular prismatic crystal growing from a solution, Int. J. Heat Mass Transfer 22 (1979) 1669–1679. W.R. Wilcox, Transport phenomena in crystal growth from solution, Prog. Cryst. Growth Charact. Mater. 26 (1993) 153–194. W. von Engelhardt, S. Haussühl, Festigkeit und Härte von Kristallen, Fortschr. Miner. 42 (1965) 5–49. B. den Brok et al. / Earth and Planetary Science Letters 163 (1998) 83–95 [27] S. Haussühl, Kristallphysik, Physik-Verlag, Weinheim, 1983, 434 pp. [28] B.K. Atkinson, P.G. Meredith, The theory of subcritical 95 crack growth with applications to minerals and rocks, in: B.K. Atkinson, (Ed.), Fracture Mechanics of Rocks, Academic Press, London, 1987, pp. 111–166.
© Copyright 2026 Paperzz