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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：188/51  |  Submit date：2023/02/03
Pore pressure  Wave loading  Flume observation  Silty seabed  Seabed liquefaction  
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：353/156  |  Submit date：2020/06/15
Clay  Anisotropy  Bounding surface  Traffic load  Finite difference method  
A LSTM surrogate modelling approach for caisson foundations 期刊论文
OCEAN ENGINEERING, 2020, 卷号: 204, 页码: 13
Authors:  Zhang P;  Yin ZY;  Zheng YY;  Gao FP(高福平)
Adobe PDF(3376Kb)  |  Favorite  |  View/Download：367/201  |  Submit date：2020/06/15
Caisson foundation  Failure envelope  Smoothed particle hydrodynamics  Long short-term memory  
On the instability of offshore foundations: theory and mechanism 期刊论文
SCIENCE CHINA-PHYSICS MECHANICS & ASTRONOMY, 2015, 卷号: 58, 期号: 12, 页码: 124701
Authors:  Gao FP(高福平);  Li JH;  Qi WG(漆文刚);  Hu C(胡存);  Gao, FP (reprint author), Chinese Acad Sci, Inst Mech, Beijing 100190, Peoples R China.
View  |  Adobe PDF(1791Kb)  |  Favorite  |  View/Download：432/144  |  Submit date：2016/01/08
Failure Mechanism  Bearing Capacity  Fluid-structure Interaction  Offshore Foundation  Soil Dynamics  
A numerical model for ultimate soil resistance to an untrenched pipeline under ocean currents 期刊论文
CHINA OCEAN ENGINEERING, 2012, 卷号: 26, 期号: 2, 页码: 185-194
Authors:  Gao FP(高福平);  Han XT(韩希霆);  Yan SM(闫术明);  Gao, FP;  Chinese Acad Sci, Inst Mech, Beijing 100190, Peoples R China.
Adobe PDF(614Kb)  |  Favorite  |  View/Download：852/280  |  Submit date：2013/01/18
Submarine Pipeline  On-bottom Stability  Ultimate Soil Resistance  Ocean Current  Sandy Seabed  Instability  Stability  
Work and energy equations and the principle of generalized effective stress for unsaturated soils 期刊论文
International Journal for Numerical and Analytical Methods in Geomechanics, 2009, 卷号: 34, 期号: 9, 页码: 920-936
Authors:  Zhao CG(赵成刚);  Liu Y;  Gao FP(高福平)
View  |  Adobe PDF(172Kb)  |  Favorite  |  View/Download：1255/455  |  Submit date：2009/12/29
Unsaturated Soils  The Principle Of Effective Stress  Work Of Deformation  Energy Balance Equation  
Influential Factors of Loess Liquefaction and Pore Pressure Development 期刊论文
Acta Mechanica Sinica, 2005, 卷号: 21, 期号: 2, 页码: 129-132
Authors:  Zhao CG;  Yang ZM;  Gao FP(高福平);  Zhang Y;  Zhao, CG (reprint author), Beijing Jiaotong Univ, Sch Civil Engn, Beijing 100044, Peoples R China.
Adobe PDF(163Kb)  |  Favorite  |  View/Download：535/174  |  Submit date：2007/06/15