[1] |
CASAGRANDE A, CARILLO N. Shear failure of anisotropic materials[J]. J Boston Soc Civ Eng, 1944, 31(4): 74-87.
|
[2] |
DUNCAN J M, SEED H B. Anisotropy and stress reorientation in clay[J]. J Soil Mech Found Div, 1966, 92(5): 21-50.
|
[3] |
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.
|
[4] |
ODA M. Fabric tensor for discontinuous geological materials[J]. Soils and Foundations, 1982, 22(4): 96-108.
|
[5] |
KIRKGARD M M, LADE P V. Anisotropy three- dimensional behavior of a normally consolidated clay[J]. Canadian Geotechnical Journal, 1993, 30(5): 848-858.
|
[6] |
ABELEV A V, LADE P V. Effects of cross-anisotropy on three-dimensional behavior of sand I: Stress-strain Behavior and Shear Banding[J]. Journal of Engineering Mechanics, 2003, 129(2): 160-166.
|
[7] |
LADE P V, ABELEV A V. Effects of cross-anisotropy on three-dimensional behavior of sand. II: Volume change behavior and failure[J]. J Eng Mech, 2003, 129(2): 167-174.
|
[8] |
姚仰平, 孔玉侠. 横观各向同性土强度与破坏准则的研究.水利学报, 2012, 43(1): 43-50. (YAO Yang-ping, KONG Yu-xia. Strength and characterization of failure in cross-anisotropic soils[J]. Journal of Hydraulic Engineering, 2012, 43(1): 43-50. (in Chinese))
|
[9] |
邵生俊, 许 萍, 陈昌禄. 土的剪切空间滑动面分析及各向异性强度准则研究[J]. 岩土工程学报, 2013, 35(3): 422-435. (SHAO Sheng-jun, XU Ping, CHEN Chang-lu. Several shear spatially mobilized planes and anisotropic strength criteria of soils[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(3): 422-435. (in Chinese))
|
[10] |
邵生俊, 罗爱忠, 邓国华, 等. 一种新型真三轴仪的研制与开发[J]. 岩土工程学报, 2009, 31(8): 1172-1179. (SHAO Sheng-jun, LUO Ai-zhong, DENG Guo-hua, et al. Development of a new true tri-axial apparatus[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(8): 1172-1179. (in Chinese))
|
[11] |
邵生俊, 郑 文, 王正泓, 等. 黄土的构度指标及其试验确定方法[J]. 岩土力学, 2010, 31(1): 15-20. (SHAO Sheng-jun, ZHENG Wen, WANG Zheng-hong, et al. Structural index of loess and its testing method[J]. Rock and Soil Mechanics, 2010, 31(1): 15-20. (in Chinese))
|