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Micromechanical analysis of pipeline-soil interaction in unsaturated granular soil undergoing lateral ground movement 期刊论文
COMPUTERS AND GEOTECHNICS, 2024, 卷号: 169, 页码: 18
作者:  Peng, Yu;  Yin, Zhen-Yu;  Gao, Fu -Ping
收藏  |  浏览/下载：0/0  |  提交时间：2024/05/14
Micromechanics  Granular soils  Pipeline -soil interaction  Discrete element method  Finite element method  Progressive failure  
Modelling hydro-mechanical coupled behaviour of unsaturated soil with two-phase two-point material point method 期刊论文
COMPUTERS AND GEOTECHNICS, 2023, 卷号: 155, 页码: 16
作者:  Zhan, ZQ;  Zhou, C;  Liu CQ(刘传奇);  Ng, CWW
Adobe PDF(7981Kb)  |  收藏  |  浏览/下载：142/2  |  提交时间：2023/02/27
Material point method  Unsaturated soil  Hydro-mechanical coupling  Large deformation  Landslide  
Modelling the wave-induced instantaneous liquefaction in a non-cohesive seabed as a nonlinear complementarity problem 期刊论文
COMPUTERS AND GEOTECHNICS, 2021, 卷号: 137, 页码: 18
作者:  Zhou, Mozhen;  Liu, Hui;  Jeng, Dong-Sheng;  Qi WG(漆文刚);  Fang, Qian
Adobe PDF(3715Kb)  |  收藏  |  浏览/下载：188/32  |  提交时间：2021/11/01
Nonlinear complementarity problem  Karush-Kuhn-Tucker (KKT) condition  Lagrange multiplier method  Soil liquefaction  Wave-seabed interactions