Three-Dimensional Noncoaxial Plasticity Modeling of Shear Band Formation in Geomaterials

作者: J. G. Qian , J. Yang , M. S. Huang

DOI: 10.1061/(ASCE)0733-9399(2008)134:4(322)

关键词:

摘要: Accurate prediction of shear band formation in geomaterials is crucial in the solution of various stability problems in geotechnical engineering. The initiation of shear band is …

参考文章(20)
Michael A. Mooney, Richard J. Finno, M. Gioacchino Viggiani, A Unique Critical State for Sand Journal of Geotechnical and Geoenvironmental Engineering. ,vol. 124, pp. 1100- 1108 ,(1998) , 10.1061/(ASCE)1090-0241(1998)124:11(1100)
J. R. F. Arthur, K. S. Chua, T. Dunstan, Induced anisotropy in a sand Géotechnique. ,vol. 27, pp. 13- 30 ,(1977) , 10.1680/GEOT.1977.27.1.13
Marte Gutierrez, Kenji Ishihara, Ikuo Towhata, FLOW THEORY FOR SAND DURING ROTATION OF PRINCIPAL STRESS DIRECTION Soils and Foundations. ,vol. 31, pp. 121- 132 ,(1991) , 10.3208/SANDF1972.31.4_121
J. Desrues, J. Lanier, P. Stutz, Localization of the deformation in tests on sand sample Engineering Fracture Mechanics. ,vol. 21, pp. 909- 921 ,(1985) , 10.1016/0013-7944(85)90097-9
Qiong Wang, Poul V. Lade, Shear Banding in True Triaxial Tests and Its Effect on Failure in Sand Journal of Engineering Mechanics-asce. ,vol. 127, pp. 754- 761 ,(2001) , 10.1061/(ASCE)0733-9399(2001)127:8(754)
ZX Yang, XS Li, Jie Yang, None, Undrained anisotropy and rotational shear in granular soil Geotechnique. ,vol. 57, pp. 371- 384 ,(2007) , 10.1680/GEOT.2007.57.4.371
I. Vardoulakis, Shear band inclination and shear modulus of sand in biaxial tests International Journal for Numerical and Analytical Methods in Geomechanics. ,vol. 4, pp. 103- 119 ,(1980) , 10.1002/NAG.1610040202
Kenji Ishihara, Ikuo Towhata, SAND RESPONSE TO CYCLIC ROTATION OF PRINCIPAL STRESS DIRECTIONS AS INDUCED BY WAVE LOADS Soils and Foundations. ,vol. 23, pp. 11- 26 ,(1983) , 10.3208/SANDF1972.23.4_11