Journal of Guangdong University of Technology ›› 2007, Vol. 24 ›› Issue (03): 84-87.
• Comprehensive Studies • Previous Articles Next Articles
[1] 史宏彦,谢定义,汪闻韶. 平面应变条件下主应力轴旋转产生的应变[J]. 岩土工程学报. 2001(02) [2] 史宏彦,谢定义. 用应力矢量本构模型确定无粘性土的静止土压力系数[J]. 岩石力学与工程学报. 2000(06) [1] CHANG S C,CHANG Y,MOHAMMED G.Micromechanicsmodeling for stress-strain behavior of granular soils Ⅰ:Theory. Journal of Geotechnical Engineering . 1992[2] CHANG S,CHANG Y,MOHAMMED G.Micromechanicsmodeling for stress-strain behavior of granular soils Ⅱ:E-valuation. Journal of Geotechnical Engineering . 1992[3] Miura K,et al.Deformation behavior of anisotropic dense sand under principal stress axes rotation. Soils and Foundations . 1986[4] NAKATA Y,HYODO M,MURATA H.Flow deformation of sands subjected to principal stress rotation. Soils and Foundations . 1998[5] Gutierrez M,Ishihara K,Towhata I.Flow theory for sand during rotation of principal stress direction. Soils and Foundations . 1991 |
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