Discussion on "Several shear spatially mobilized planes and anisotropic strength criteria of soils"
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[1] 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)) [2] MATSUOKA H, NAKAI T. stress-deformation and strength characteristics of soil under three difference principal stresses[J]. Proc of Japan Society of Civil Engineers, 1974, 232: 59-70. [3] YOSHIMINE M, ISHIHARA K, VARGAS W. Effects of principal stress direction and intermediate principal stress on undrained shear behavior of sand[J]. Soils and Foundations, 1998, 38(3): 117-186. [4] LADE P V, DUNCAN J M. Cubical triaxial tests on cohesionless soils[J]. Soil Mechanics and Foundation Division, ASCE, 1973, 99(10): 793-812. [5] 姚仰平, 路德春, 周安楠, 等. 广义非线性强度理论及其变换应力空间[J]. 中国科学(E辑), 2004, 34(11): 1283-1299. (YAO Yang-ping, LU De-chun, ZHOU An-nan, et al. The generalized nonlinear strength theory and transformed stress space[J]. Science in China (Ser E), 2004, 34(11): 1283-1299. (in Chinese))
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