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Spatiotemporal evolution of excess pore pressures in a silty seabed under progressive waves during residual liquefaction 期刊论文
APPLIED OCEAN RESEARCH, 2022, 卷号: 129, 页码: 14
Authors:  Li CF(李畅飞);  Wang YF;  Gao FP(高福平);  Yang LJ(杨鲤境)
Adobe PDF(5842Kb)  |  Favorite  |  View/Download：190/51  |  Submit date：2023/02/03
Pore pressure  Wave loading  Flume observation  Silty seabed  Seabed liquefaction  
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：255/53  |  Submit date：2021/11/01
Nonlinear complementarity problem  Karush-Kuhn-Tucker (KKT) condition  Penalty method  Non-Darcy flow model  Seabed liquefaction  Wave-seabed interactions  
Breaking-Wave Induced Transient Pore Pressure in a Sandy Seabed: Flume Modeling and Observations 期刊论文
JOURNAL OF MARINE SCIENCE AND ENGINEERING, 2021, 卷号: 9, 期号: 2, 页码: 20
Authors:  Li CF(李畅飞);  Gao FP(高福平);  Yang LJ(杨鲤境)
Adobe PDF(4434Kb)  |  Favorite  |  View/Download：381/203  |  Submit date：2021/03/30
breaking wave  pore pressure  sandy seabed  flume observation  
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
Authors:  Yang J;  Yin ZY;  Liu XF;  Gao FP(高福平)
Adobe PDF(2071Kb)  |  Favorite  |  View/Download：355/157  |  Submit date：2020/06/15
Clay  Anisotropy  Bounding surface  Traffic load  Finite difference method  
Uplift soil resistance to a shallowly-buried pipeline in the sandy seabed under waves: Poro-elastoplastic modeling 期刊论文
APPLIED OCEAN RESEARCH, 2020, 卷号: 95, 页码: 13
Authors:  Qi WG(漆文刚);  Shi YM(师玉敏);  Gao FP(高福平)
View  |  Adobe PDF(5720Kb)  |  Favorite  |  View/Download：546/158  |  Submit date：2020/04/07
Wave-seabed-pipeline interaction  Poro-elastoplastic model  Buried pipe  Transient pore-pressure response  Vertical soil resistance  
Combined wave-current induced excess pore-pressure in a sandy seabed: Flume observations and comparisons with theoretical models 期刊论文
COASTAL ENGINEERING, 2019, 卷号: 147, 页码: 89-98
Authors:  Qi WG(漆文刚);  Li CF(李畅飞);  Jeng DS;  Gao FP(高福平);  Liang ZD
View  |  Adobe PDF(1354Kb)  |  Favorite  |  View/Download：700/101  |  Submit date：2019/05/29
Excess pore-pressure  Flume experiment  Sandy seabed  Combined waves and current  Boundary layer  Wave-current interactions  
Wave induced instantaneously-liquefied soil depth in a non-cohesive seabed 期刊论文
Ocean Engineering, 2018, 卷号: 153, 页码: 412-423
Authors:  Qi WG(漆文刚);  Gao FP(高福平)
View  |  Adobe PDF(2214Kb)  |  Favorite  |  View/Download：283/90  |  Submit date：2018/10/22
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：1036/325  |  Submit date：2013/03/15
Pore Pressure  Wave-current Interactions  Porous Seabed  Effective Stresses