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A non-Darcy flow model for a non-cohesive seabed involving wave-induced instantaneous liquefaction 期刊论文
OCEAN ENGINEERING, 2021, 卷号: 239, 页码: 16
Authors:  Zhou, Mo-Zhen;  Qi WG(漆文刚);  Jeng, Dong-Sheng;  Gao FP(高福平)
Adobe PDF(2148Kb)  |  Favorite  |  View/Download：262/53  |  Submit date：2021/11/01
Nonlinear complementarity problem  Karush-Kuhn-Tucker (KKT) condition  Penalty method  Non-Darcy flow model  Seabed liquefaction  Wave-seabed interactions  
A new model for wave-induced instantaneous liquefaction in a non-cohesive seabed with dynamic permeability 期刊论文
OCEAN ENGINEERING, 2020, 卷号: 213, 页码: 15
Authors:  Zhou MZ;  Jeng DS;  Qi WG(漆文刚)
Adobe PDF(4470Kb)  |  Favorite  |  View/Download：250/71  |  Submit date：2020/10/23
Dynamic permeability  Excess pore pressure  Soil liquefaction  Wave-seabed interaction  
An analytical solution for response of a porous seabed to combined wave and current loading 期刊论文
OCEAN ENGINEERING, 2013, 卷号: 57, 页码: 240-247
Authors:  Zhang Y;  Jeng DS;  Gao FP(高福平);  Zhang JS;  Jeng, DS (reprint author), Shanghai Jiao Tong Univ, Dept Civil Engn, Ctr Marine Geotech Engn, Key Lab Ocean Engn, Shanghai 200240, Peoples R China.
Adobe PDF(461Kb)  |  Favorite  |  View/Download：1060/330  |  Submit date：2013/03/15
Pore Pressure  Wave-current Interactions  Porous Seabed  Effective Stresses