|
[1] ODA M，KOISHIKAWA I，HIGUCHI T. Experimental study of anisotropic shear strength of sand by plane strain test[J]. Soils and Foundations，1978，18(1)：25–38.
[2] TATSUOKA F，NAKAMURA S，HUANG C C，et al. Strength anisotropy and shear band direction in plane strain tests of sand[J]. Soils and Foundations，1990，30(1)：35–54.
[3] GUO P. Modified direct shear test for anisotropic strength of sand[J]. Journal of Geotechnical and Geoenvironmental Engineering，2008，134(9)：1 311–1 318.
[4] LADE P V，NAM J，HONG W P. Shear banding sand cross-anisotropic behavior observed in laboratory sand tests with stress rotation[J]. Canadian Geotechnical Journal，2008，45(1)：74–84.
[5] 张连卫. 各向异性粒状材料破坏规律与强度准则及应用[博士学位论文][D]. 北京：清华大学，2007.(ZHANG Lianwei. Research on failure mechanism and strength criterion of anisotropic granular materials and its application[Ph. D. Thesis][D]. Beijing：Tsinghua University，2007.(in Chinese))
[6] BARDET J P，PROUBET J. A numerical investigation of the structure of persistent shear bands in granular media[J]. Gotechnique，1991，41(4)：599–613.
[7] IWASHITA K，ODA M. Micro-deformation mechanism of shear banding process based on modified distinct element method[J]. Power Technology，2000，109(3)：192–205.
[8] FU P C，DAFALIAS Y F. Study of anisotropic shear strength of granular materials using DEM simulation[J]. International Journal for Numerical and Analytical Methods in Geomechanics，2011，35(10)：1 098–1 126.
[9] FU P C，DAFALIAS Y F. Fabric evolution within shear bands of granular materials and its relation to critical state theory[J]. International Journal for Numerical and Analytical Methods in Geomechanics，2011，35(18)：1 918–1 948.
|
2014, Vol. 33 
