Modeling of dilative shear failure

Journal of Geotechnical Engineering

Volumn 123, Issue 7, 1997, Pages 609-616

  Li, X S ^a,b  

^a HONG KONG UNIVERSITY OF SCIENCE AND TECHNOLOGY   (Hong Kong)

^b ASCE   (Hong Kong)

Author keywords

[No Author keywords available]

Indexed keywords

COMPUTER SIMULATION; LOADS (FORCES); MATHEMATICAL MODELS; PLASTICITY; SAND; SHEAR DEFORMATION; SHEAR STRESS;

DEVIATORIC STRAIN; DILATIVE ZONE;

FAILURE (MECHANICAL);

DILATIVE SHEAR FAILURE; HARDENING; SAND; SHEAR; STRESS/STRAIN;

EID: 0031195178     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(1997)123:7(609)     Document Type: Article

References (34)

1. Arulmoli, K., Muraleetharan, K. K., Hossain, M. M., and Fruth, L. S. (1992). "VELACS laboratory testing program, soil data report." Earth Technology Corp., Irvine, Calif.
2. Baker, R., and Desai, C. S. (1982). "Consequences of deviatoric normality in plasticity with isotropic strain hardening." Int. J. Numer. and Analytical Methods in Geomech., 6(3), 383-390.
3. Castro, G. (1969). "Liquefaction of sands." Harvard Soil Mech. Ser. No. 81, Harvard Univ., Cambridge, Mass., 1-112.
4. Castro, G., Poulos, S. J., and Leathers, F. D. (1985). "Re-examination of slide of lower San Fernando dam." J. Geotech. Engrg., ASCE, 111(9), 1093-1107.
5. Chu, J., and Lo, S.-C. R. (1994). "Asymptotic behavior of a granular soil in strain path testing." Geotechnique, London, England, 44(1), 65-82.
6. Chu, J., Lo, S.-C. R., and Lee, I. K. (1992). "Strain softening behavior of a dense granular soil in strain path testing." J. Geotech. Engrg., ASCE, 118(2), 191-208.
7. Dafalias, Y. F. (1986). "Bonding surface plasticity. I: mathematical foundation and hypoplasticity." J. Engrg. Mech., ASCE, 112(9), 966-987.
8. Dafalias, Y. F. (1993). "Overview of constitutive models used in VELACS." Proc., Int. Conf. on the Verification of Numer. Procedures for the Anal. of Soil Liquefaction Problems, Vol. 2, K. Arulanansan and R. F. Scott, eds., A. A. Balkema, Rotterdam, The Netherlands, 1293-1303.
9. Hardin, B. O. (1978). "The nature of stress-strain behavior for soils." Proc., Specialty Conf. on Earthquake Engrg. and Soil Dyn., Vol. 1, ASCE, New York, 3-90.
10. Hardin, B. O., and Drnevich, V. P. (1972a). "Shear modulus and damping in soils: measurement and parameter effects." J. Soil Mech. and Found. Div., ASCE, 98(6), 603-624.
11. Hardin, B. O., and Drnevich, V. P. (1972b). "Shear modulus and damping in soils: design equations and curves." J. Soil Mech. and Found. Div., ASCE, 98(7), 667-692.
12. Iai, S. (1991). "A numerical robust modeling of cyclic mobility." Proc., 7th Int. Conf. on Comp. Methods and Adv. in Geomech., Vol. 2, G. Beer, J. R. Booker, and J. P. Carter, eds., A. A. Balkema, Rotterdam, The Netherlands, 827-832.
13. Ishihara, K., Tatsuoka, F., and Yasuda, S. (1975). "Undrained deformation and liquefaction of sand under cyclic stresses." Soils and Found., 15(1), 29-44.
14. Ishihara, K., Cubrinovski, M., Tsujino, S., and Yoshida, N. (1993). "Numerical prediction for model no. 1." Proc., Int. Conf. on the Verification of Numer. Procedures for the Anal, of Soil Liquefaction Problems, Vol. 1, K. Arulanansan and R. F. Scott, eds., A. A. Balkema, Rotterdam, The Netherlands, 129-139.
15. Li, X. S. (1993). "Numerical prediction for model no. 1." Proc., Int. Conf. on the Verification of Numer. Procedures for the Anal. of Soil Liquefaction Problems, Vol. 1, K. Arulanansan and R. F. Scott, eds., A. A. Balkema, Rotterdam, The Netherlands, 169-178.
16. Li, X. S., Chan, C. K., and Shen, C. K. (1988). "An automated triaxial testing system." Adv. Triaxial Testing of Soil and Rock; ASTM STP 977, ASTM, West Conshohocken, Pa., 95-106.
17. Li, X. S., Wang, Z. L., and Shen, C. K. (1992). "SUMDES, a nonlinear procedure for response analysis of horizontally-layered sites subjected to multi-directional earthquake loading." Rep. to the Dept. of Civ. Engrg., Univ. of California, Davis, Davis, Calif.
18. Masing, G. (1926). "Eigenspannungen und Verfestigung beim Messing." Proc., 2nd Int. Cong. of Appl. Mech., E. Meissner, ed., 332-335.
19. Nayak, G. C., and Zienkiewicz, O. C. (1972). "A convenient form of invariants and its application in plasticity." J. Soil Mech. and Found. Div., ASCE, 98(4), 949-954.
20. Nova, R. (1982). "A model of soil behavior in plastic and hysteretic ranges. Part I: monotonic loading." Constitutive relations for soils, Gudehus, Darve, and Vardoulakis, eds., A. A. Balkema Rotterdam, The Netherlands, 289-309.
21. Nova, R., and Wood, D. M. (1979). "A constitutive model for sand in triaxial compression." Int. J. for Num. and Analytical Methods in Geomech., 3, 255-278.
22. Pastor, M., Zienkiewicz, O. C., and Chan, H. C. (1990). "Generalized plasticity and the modeling of soil behavior." Int. J. for Numer. and Analytical Methods in Geomech., 14, 151-190.
23. Poulos, S. J. (1981). "The steady state deformation." J. Geotech. Engrg., ASCE, 107(5), 553-562.
24. Poulos, S. J., Castro, G., and France, J. W. (1985). "Liquefaction potential evaluation." J. Geotech. Engrg., ASCE, 111(6), 772-792.
25. Reynolds, O. (1885). "On the dilatancy of media composed of rigid particles in contact." Phil. Mag., 20(2), 469-481.
26. Richart, F. E. Jr., Hall, J. R., and Woods, R. D. (1970). Vibrations of soils and foundations. Int. Ser. in Theoretical and Appl. Mech., Prentice-Hall, Inc., Englewood Cliffs, N.J.
27. Roscoe, K. H., and Burland, J. B. (1968). "On the generalized stress-strain behavior of wet clay." Engineering plasticity, Cambridge University Press, London, England.
28. Schofield, A. N., and Wroth, C. P. (1968). Critical state soil mechanics. McGraw-Hill Book Co., Inc., London, England.
29. Vaid, Y. P., and Thomas, J. (1995). "Liquefaction and postliquefaction behavior of sand." J. Geotech. Engrg., ASCE, 121(2), 163-173.
30. Verdugo, R., and Ishihara, K. (1996). "The steady state of sandy soils." Soils and Found., 36(2), 81-91.
31. Wang, Z. L., Dafalias, Y. F., and Shen, C. K. (1990). "Bounding surface hypoplasticity model for sand." J. Engrg. Mech., ASCE, 116(5), 983-1001.
32. Wood, D. M. (1990). Soil behavior and critical state soil mechanics, Cambridge University Press, London, England.
33. Yamada, Y., and Ishihara, K. (1982). "Yielding of loose sand in three-dimensional stress conditions." Soils and Found., 22(3), 15-31.
34. Zienkiewicz, O. C., Chan, A. H. C., Pastor, M., and Shiomi, T. (1987). "Computational approach to soil dynamics." Soil dynamics and liquefaction, Cakmak, ed., Elsevier Science Publishers BV (North Holland), Amsterdam, The Netherlands, 3-17.