Shear banding and cross-anisotropic behavior observed in laboratory sand tests with stress rotation

Canadian Geotechnical Journal

Volumn 45, Issue 1, 2008, Pages 74-84

  Lade, Poul V ^a   Nam, Jungman ^b   Hong, Won Pyo ^c  

^a Catholic University of America ^*  (United States)

^b Jeju National University   (South Korea)

^c Chung Ang University   (South Korea)

Author keywords

Cross anisotropy; Principal stress rotation; Sand; Shear band; Shear strength; Torsion shear tests

Indexed keywords

ANISOTROPY; SHEAR STRENGTH; SOIL SURVEYS; STRESS ANALYSIS;

CROSS-ANISOTROPY; PRINCIPAL STRESS ROTATION; SHEAR BAND; TORSION SHEAR TESTS;

SOIL MECHANICS;

ANISOTROPY; SHEAR STRENGTH; SOIL MECHANICS; SOIL SURVEYS; STRESS ANALYSIS;

ANISOTROPY; LABORATORY METHOD; SAND; SHEAR BAND; SHEAR STRENGTH; STRESS; TORSION;

EID: 41849133180     PISSN: 00083674     EISSN: None     Source Type: Journal    
DOI: 10.1139/T07-078     Document Type: Article

References (50)

1. Abelev, A.V., and Lade, P.V. 2003. Effects of cross-anisotropy on three-dimensional behavior of sand. Part I: Stress-strain behavior and shear banding. Journal of Engineering Mechanics, 129: 160-166. doi:10.1061/(ASCE)0733-9399(2003)129:2(160).
2. Abelev, A.V., and Lade, P.V. 2004. Characterization of failure in cross-anisotropic soils. Journal of Engineering Mechanics, 130: 599-606. doi:10.1061/(ASCE)0733-9399(2004)130:5(599).
3. Arthur, J.R.F. 1988. Cubical devices: versatility and constraints. In Advanced triaxial testing of soil and rock, ASTM STP 977, Edited by R.T.Donaghe, R.Chaney, and M.L.Silver, ASTM, Philadelphia, Pa. pp. 743-765.
4. Arthur, J.R.F., and Dunstan, T. 1982. Rupture layers in granular media. In Proceedings, IUTAM Symposium on Deformation and Failure of Granular Materials, Delft, Edited by P.A. Vermeer and H.J. Luger. A.A. Balkema, Rotterdam, pp. 453-459.
5. Arthur, J.R.F., Dunstan, T., Al-Ani, Q.A.J.L., and Assadi, A. 1977. Plastic deformation and failure in granular media. Géotechnique, 27: 53-74.
6. Bolton, M.D. 1986. The strength and dilatancy of sands. Géotechnique, 36: 65-78.
7. Desrues, J., Lanier, J., and Stutz, P. 1985. Localization of the deformation in tests on sand samples. Engineering Fracture Mechanics, 21: 909-921. doi:10.1016/0013-7944(85)90097-9.
8. Desrues, J., Chambon, R., Mokni, M., and Mazerolle, F. 1996. Void ratio evolution inside shear bands in triaxial sand specimens studied by computed tomography. Géotechnique, 46: 529-546.
9. Finno, R.J., Harris, W.W., Mooney, M.A., and Viggiani, G. 1996. Strain localization and undrained steady state of sand. Journal of Geotechnical Engineering, 122: 462-473. doi:10.1061/(ASCE)0733-9410(1996)122:6(462).
10. Finno, R.J., Harris, W.W., Mooney, M.A., and Viggiani, G. 1997. Shear bands in plane strain compression of loose sand. Géotechnique, 47: 149-165.
11. Hansen, B. 1958. Line ruptures regarded as narrow rupture zones - basic equations based on kinematic considerations. In Proceedings, Conference on Earth Pressure Problems, Brussels, Vol. 1, pp. 39-48.
12. 0-consolidated clay. Journal of Geotechnical Engineering, 113: 774-788.
13. Hight, D.W., Gens, A., and Symes, M.J. 1983. The development of a new hollow cylinder apparatus for investigating the effects of principal stress rotation in soils. Géotechnique, 33: 355-383.
14. 0-consolidated clay in torsion shear test. Soils and Foundations, 29: 57-70.
15. Hong, W.P., and Lade, P.V. 1989b. Strain increment and stress directions in torsion shear tests. Journal of the Geotechnical Engineering Division, 115: 1388-1401.
16. Lade, P.V. 1977. Elasto-plastic stress-strain theory for cohesionless soil with curved yield surfaces. International Journal of Solids and Structures, 13: 1019-1035.
17. Lade, P.V. 1978. Cubical triaxial apparatus for soil testing. Geotechnical Testing Journal, GTJODJ, 1: 93-101.
18. Lade, P.V. 1981. Torsion shear apparatus for soil testing. In Laboratory shear strength of soil, ASTM STP 740, American Society for Testing and Materials, Philadelphia, Pa. pp. 145-163.
19. Lade, P.V. 1982. Localization effects in triaxial tests on sand. In Proceedings, IUTAM Symposium on Deformation and Failure of Granular Materials, Delft, Edited by P.A. Vermeer and H.J. Luger. A.A. Balkema, Rotterdam, pp. 461-471.
20. Lade, P.V. 2002. Instability, shear banding, and failure of granular materials. International Journal of Solids and Structures, 39: 3337-3357. doi:10.1016/S0020-7683(02)00157-9.
21. Lade, P.V. 2003. Analysis and prediction of shear banding under 3D conditions in granular materials. Soils and Foundations, 43: 161-172.
22. Lade, P.V. 2006. Assessment of test data for selection of 3-D failure criterion for sand. International Journal for Numerical and Analytical Methods in Geomechanics, 30: 307-333. doi:10.1002/nag.471.
23. Lade, P.V., and Abelev, A.V. 2003. Effects of cross-anisotropy on three-dimensional behavior of sand. Part II: Volume change behavior and failure. Journal of Engineering Mechanics, 129: 167-174. doi:10.1061/(ASCE)0733- 9399(2003)129:2(167).
24. Lade, P.V., and Duncan, J.M. 1973. Cubical triaxial tests on cohesionless soil. Journal of the Soil Mechanics and Foundations Division, 99: 793-812.
25. 0-consolidated soft clay. Soils and Foundations, 40: 93-105.
26. Lade, P.V., and Prabucki, M.-J. 1995. Softening and preshearing effects in sand. Soils and Foundations, 35: 93-104.
27. Lade, P.V., and Wang, Q. 2001. Analysis of shear banding in true triaxial tests on sand. Journal of Engineering Mechanics, 127: 762-768. doi:10.1061/(ASCE)0733-9399(2001)127:8(762).
28. Lade, P.V., and Wang, Q. 2002. Effect of slenderness ratio on shear banding in true triaxial tests on sand. In Proceedings of the 8th International Symposium on Numerical Models in Geomechanics - NUMOG Vlil, Rome, Italy, 10-12 April 2002. Edited by G. N. Pande and S. Pietruszczak, A.A. Balkema, Lisse, the Netherlands, pp. 149-154.
29. Molenkamp, F. 1985. Comparison of frictional material models with respect to shear band initiation. Géotechnique, 35: 127-143.
30. Muhlhaus, H.-B., and Vardoulakis, I. 1987. The thickness of shear bands in granular materials. Géotechnique, 37: 271-283.
31. Nemat-Nasser, S., and Okada, N. 2001. Radiographic and microscopic observation of shear bands in granular materials. Géotechnique, 51: 753-765.
32. Rice, J.R. 1976. The localization of plastic deformation. In Proceedings of the 4th Conference on Theoretical and Applied Mechanics, Edited by W.T. Koiter, North-Holland Publishing Co., Amsterdam. pp. 207-229.
33. Roscoe, K.H. 1970. The influence of strains in soil mechanics. Géotechnique, 20: 129-170.
34. Rudnicki, J.W., and Rice, J.R. 1975. Conditions for the localization of deformation in pressure-sensitive dilatant materials. Journal of the Mechanics and Physics of Solids, 23: 371-394. doi:10.1016/0022-5096(75)90001-0.
35. Saada, A.S. 1988. State-of the-art: hollow cylinder torsional devices: Their advantages and limitations. In Advanced triaxial testing of soil and rock, ASTM STP 977, ASTM, Philadelphia, Pa. pp. 766-795.
36. Saada, A.S., and Townsend, F.C. 1981. State-of-the-art: Laboratory strength testing of soils. In Laboratory shear strength of soil, ASTM STP 740, ASTM, Philadelphia, Pa. pp. 7-77.
37. Saada, A.S., Liang, L., Figueroa, J.L., and Cope, C.T. 1999. Bifurcation and shear band propagation in sands. Géotechnique, 49: 367-385.
38. Scarpelli, G., and Wood, D.M. 1982. Experimental observations of shear band patterns in direct shear tests. In Proceedings, IUTAM Symposium on Deformation and Failure of Granular Materials, Delft, Edited by P.A. Vermeer and H.J. Luger, A.A. Balkema, Rotterdam, pp. 473-484.
39. Schanz, T., and Vermeer, P.A. 1996. Angles of friction and dilation of sand. Géotechnique, 46: 145-151.
40. Tatsuoka, F., Sonoda, S., Hara, K., Fukushima, S., and Pradhan, T.B.S. 1986. Failure and deformation of sand in torsional shear. Soils and Foundations, 26: 79-97.
41. Tatsuoka, F., Nakamura, S., Huang, C.-C., and Tani, K. 1990. Strength anisotropy and shear band direction in plane strain tests on sand. Soils and Foundations, 30: 35-54.
42. Vaid, Y.P., Sayao, A.S.F., Hou, E., and Negussey, D. 1990. Generalized stress path dependent soil behaviour with a new hollow cylinder torsional apparatus. Canadian Geotechnical Journal, 27: 601-616.
43. Vardoulakis, I. 1980. Shear band inclination and shear modulus of sand in biaxial tests. International Journal for Numerical and Analytical Methods in Geomechanics, 4: 103-119. doi: 10.1002/nag.1610040202.
44. Vardoulakis, I. 1996a. Deformation of water-saturated sand: I. Uniform undrained deformation and shear banding. Géotechnique, 46: 441-456.
45. Vardoulakis, I. 1996b. Deformation of water-saturated sand: II. Effect of pore water flow and shear banding. Géotechnique, 46: 457-472.
46. Vardoulakis, I., and Graf, B. 1982. Imperfection sensitivity of the biaxial test on dry sand. In Proceedings, IUTAM Symposium on Deformation and Failure of Granular Materials, Delft, Edited by P.A. Vermeer and H.J. Luger, A.A. Balkema, Rotterdam. pp. 485-491.
47. Vardoulakis, I., Goldscheider, M., and Gudehus, G. 1978. Formation of shear bands in sand bodies as a bifurcation problem. International Journal for Numerical and Analytical Methods in Geomechanics. 2: 99-128. doi:10.1002/nag.1610020203.
48. Vermeer, P.A. 1982. A simple shear-band analysis using compliances. In Proceedings, IUTAM Symposium on Deformation and Failure of Granular Materials, Delft, Edited by P.A. Vermeer and H.J. Luger, A.A. Balkema, Rotterdam. pp. 493-499.
49. Wang, Q., and Lade, P.V. 2001. Shear banding in true triaxial tests and its effect on failure in sand. Journal of Engineering Mechanics, 127: 754-761. doi:10.1061/(ASCE)0733-9399(2001)127:8 (754).
50. Yoshida, T., Tatsuoka, F., Siddiquee, M.S.A., Kamegai, Y., and Park, C.-S. 1993. Shear banding in sands observed in plane strain compression. In Proceedings of the 3rd International Workshop - Localization and Bifurcation Theory for Soils and Rocks, Grenoble (Aussois), France, 6-9 September 1993. Edited by R. Chambon, J. Desrues, and I. Vardouylakis, A.A. Balkema, Rotterdam, the Netherlands, pp. 165-179.