Plane-strain compression of rock-like materials

International Journal of Rock Mechanics and Mining Sciences and Geomechanics

Volumn 33, Issue 6, 1996, Pages 573-584

  Labuz, J F ^a   Dai, S T ^a   Papamichos, E ^b  

^a University of Minnesota   (United States)

^b SINTEF PETROLEUM RESEARCH   (Norway)

Author keywords

[No Author keywords available]

Indexed keywords

ACOUSTIC EMISSION TESTING; BEARINGS (MACHINE PARTS); BRITTLENESS; COMPRESSION TESTING; CONCRETES; DEFORMATION; LUBRICANTS; MORTAR; PLASTICITY; PRESSURE EFFECTS; SANDSTONE; STRAIN;

HARDENED STEEL PLATENS; LOW FRICTION LINEAR BEARING; PLANE STRAIN APPARATUS; STEARIC ACID BASED LUBRICANT;

ROCK MECHANICS;

BIAXIAL TEST; COMPRESSION; DEFORMATION; FAILURE PLANE; ROCK MECHANICS; STRAIN; TESTING MACHINE;

EID: 0030576696     PISSN: 01489062     EISSN: None     Source Type: Journal    
DOI: 10.1016/0148-9062(96)00012-5     Document Type: Article

References (32)

1. Jaeger C. J. and Cook N. G. W. Fundamentals of Rock Mechanics, 3rd edition. Chapman and Hall, London (1979).
2. Hoek E. and Brown E. T. Underground Excavations in Rock, 2nd edition. Institution of Mining and Metallurgy, London (1980).
3. Mogi K. Effect of the intermediate principal stress on rock failure. J. Geophys. Res. 72, 5117-5131 (1967).
4. Brown E. T. Fracture of rock under uniform biaxial compression. Advances in Rock Mechanics, Proc. 3rd Congr. ISRM, pp. 111-117. Denver, Colorado (1974).
5. Vardoulakis I. Shear-band inclination and shear modulus of sand in biaxial texts. Int. J. Num. Anal. Meth. Geomech. 4, 103-119 (1980).
6. Chen W. F. and Mizuno E. Nonlinear Analysis in Soil Mechanics: Theory and Implementation. Elsevier Science, London (1990).
7. Scholz C. H. Microfracturing and inelastic deformation of rock in compression. J. Geophys. Res. 73, 1417-1432 (1968).
8. Wawersik W. R. and Fairhurst C. A study of brittle rock fracture in laboratory compression experiments. Int. J. Rock Mech. Min. Sci. 7, 561-575 (1970).
9. Wong T.-F. Micromechanics of faulting in Westerly granite. Int. J. Rock Mech. Min. Sci. & Geomech. Abstr. 19, 49-64 (1982).
10. Horii H. and Nemat-Nasser S. Compression-induced microcrack growth in brittle solids: axial splitting and shear failure. J. Geophys. Res. 90, 3105-3215 (1985).
11. Ashby M. F. and Hallam S. D. The failure of brittle solids containing small cracks under compressive stress states. Acta Metall. 16, 497-510 (1986).
12. Reches Z. and Lockner D. A. Nucleation and growth of faults in brittle rocks. J. Geophys. Res. 99B, 18,159-18,173 (1994).
13. Dyskin A. V. and Germanovich L. N. A model of fault propagation in rocks under compression. Proc. 35th U.S. Symp. Rock Mech., pp. 731-738. Lake Tahoe, Nevada (1995).
14. Rudnicki J. W. and Rice J. R. Conditions for the localization of deformation in pressure-sensitive dilatant materials. J. Mech. Phys. Solids 23, 371-394 (1975).
15. Vardoulakis I. Bifurcation analysis of the plane rectilinear deformation on dry sand samples. Int. J. Solids Structures 17, 1085-1101 (1981).
16. Ottosen N. S. and Rimessen K. Discontinuous bifurcations in a nonassociated Mohr material. Mech. Mat. 12, 255-265 (1991).
17. Vardoulakis I. and Sulem J. Bifurcation Analysis in Geomechanics. Blackie Academic and Professional, Glasgow (1995).
18. Brace W. F. and Bombolakis E. G. A note on brittle crack growth in compression. J. Geophys. Res. 68, 3709-3713 (1963).
19. Vardoulakis I. and Goldscheider M. Biaxial apparatus for testing shear bands in soils. Proc. 10th Int. Conf. Soil Mech. Found. Engng., pp. 819-824. Stockholm. Balkema, Rotterdam (1981).
20. Labuz J. F., Vardoulakis I. and Drescher A. Plane-strain apparatus. U. S. Patent 5,063,785 (1991).
21. Labuz J. F. and Bridell J. M. Reducing frictional constraint in compression testing through lubrication. Int. J. Rock. Mech. Min. Sci. & Geomech. Abstr. 30, 451-455 (1993).
22. Stavropoulou V. G. Behavior of brittle sandstone in plane-strain conditions. Proc. 23rd U.S. Symp. Rock Mech., Berkeley, California, pp. 351-358 (1982).
23. Wawersik W. R., Rudnicki J. W., Olsson W. A., Holcomb D. J. and Chau K. T. Localization of deformation in brittle rock: theoretical and laboratory investigations. Proc. Int. Conf. Micromechanics of Failure of Quasi-brittle Materials, Albuquerque, New Mexico, pp. 115-124. Elsevier Science, London (1990).
24. Drescher A., Vardoulakis I. and Han C. A biaxial apparatus for testing soils. Geotech. Testing J. ASTM 13, 226-234 (1990).
25. Ord A., Vardoulakis I. and Kajewski R. Shear band formation in Gosford sandstone. Int. J. Rock Mech. Min. Sci. & Geomech. Abstr. 28, 397-409 (1991).
26. Vermeer P. A. and DeBorst R. Non-associated plasticity for soils, concrete and rock. Heron 29, 5-63 (1984).
27. Arthur J. R. F., Dunstan T., Al-Ani Q. A. and Assadi A. Plastic deformation and failure in granular material. Géotechnique 27, 53-74 (1977).
28. Needleman A. and Ortiz M. Effect of boundaries and interfaces on shear-band localization. Int. J. Solids Structures 28, 859-877 (1991).
29. Lockner D. A., Byerlee J. D., Kuksenko V., Ponomarev A. and Sidorin A. Quasi-state fault growth and shear fracture energy in granite. Nature 350, 39-42 (1991).
30. Shah K. R. and Labuz J. F. Damage mechanisms in stressed rock from acoustic emission. J. Geophys. Res. 100B, 15,527-15,539 (1995).
31. Seber G. A. F. and Wild C. J. Nonlinear Regression. Wiley, New York (1989).
32. Ramulu M. and Kobayashi A. S. Dynamic crack curving - a photoelastic evaluation. Expl. Mech. 23, 1-9 (1983).