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Numerical analysis for the role of soil properties to the load transfer in clay foundation due to the traffic load of the metro tunnel 期刊论文
TRANSPORTATION GEOTECHNICS, 2020, 卷号: 23, 页码: 13
作者:  Yang J;  Yin ZY;  Liu XF;  Gao FP(高福平)
Adobe PDF(2071Kb)  |  收藏  |  浏览/下载：329/150  |  提交时间：2020/06/15
Clay  Anisotropy  Bounding surface  Traffic load  Finite difference method  
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：894/303  |  提交时间：2013/03/25
Inherent Anisotropy  Unsaturated  Discrete Approach  Clayey Rocks  
Effective elastic moduli of triangular lattice material with defects 期刊论文
JOURNAL OF THE MECHANICS AND PHYSICS OF SOLIDS, 2012, 卷号: 60, 期号: 10, 页码: 1722-1739
作者:  Liu XY(刘晓宇);  Liang NG(梁乃刚);  Liu, XY;  Chinese Acad Sci, Inst Mech, 15 Beisihuanxi Rd, Beijing 100190, Peoples R China.
Adobe PDF(481Kb)  |  收藏  |  浏览/下载：1012/384  |  提交时间：2013/01/18
Lattice Material  Defect Effect  Micromechanics  Green's Function  Elastic Moduli  Cellular Solids  Granular-materials  Inplane Properties  Honeycombs  Strength  Behavior  Homogenization  Inclusions  Holes