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A constitutive model for granular materials subjected to a large stress range 期刊论文
COMPUTERS AND GEOTECHNICS, 2020, 卷号: 120, 页码: 13
作者:  Liu L(刘林);  Yao YP;  Luo T;  Zhou AN
Adobe PDF(4451Kb)  |  收藏  |  浏览/下载：437/115  |  提交时间：2020/04/07
Granular materials  Constitutive behavior  Large stress range  Particle crushing  High stress  Constitutive model  
Modeling of inherent anisotropic behavior of partially saturated clayey rocks 期刊论文
COMPUTERS AND GEOTECHNICS, 2013, 卷号: 48, 页码: 29-40
作者:  Hu DW;  Zhou H;  Zhang F;  Shao JF;  Zhang JF(张均锋);  Zhou, H (reprint author), Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Peoples R China.
Adobe PDF(828Kb)  |  收藏  |  浏览/下载：900/308  |  提交时间：2013/03/25
Inherent Anisotropy  Unsaturated  Discrete Approach  Clayey Rocks