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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
Authors:  Peng, Yu;  Yin, ZhenYu;  Gao FP(高福平)
Favorite  |  View/Download：16/0  |  Submit date：2024/05/14
Micromechanics  Granular soils  Pipeline -soil interaction  Discrete element method  Finite element method  Progressive failure  
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：264/53  |  Submit date：2021/11/01
Nonlinear complementarity problem  Karush-Kuhn-Tucker (KKT) condition  Penalty method  Non-Darcy flow model  Seabed liquefaction  Wave-seabed interactions  
Coupled Flow-Seepage-Elastoplastic Modeling for Competition Mechanism between Lateral Instability and Tunnel Erosion of a Submarine Pipeline 期刊论文
JOURNAL OF MARINE SCIENCE AND ENGINEERING, 2021, 卷号: 9, 期号: 8, 页码: 25
Authors:  Shi YM(师玉敏);  Gao FP(高福平);  Wang N(汪宁);  Yin, Zhenyu
Adobe PDF(9160Kb)  |  Favorite  |  View/Download：1238/969  |  Submit date：2021/11/01
submarine pipeline  pipe-soil interaction  flow-seepage-elastoplastic modeling  on-bottom stability  competition mechanism  
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：558/163  |  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：721/107  |  Submit date：2019/05/29
Excess pore-pressure  Flume experiment  Sandy seabed  Combined waves and current  Boundary layer  Wave-current interactions  
Failure mode and dynamic response of a double-sided slope with high water content of soil 期刊论文
JOURNAL OF MOUNTAIN SCIENCE, 2018, 卷号: 15, 期号: 4, 页码: 859-870
Authors:  Yang B(杨兵);  Gao FP(高福平);  Jeng DS
View  |  Adobe PDF(2356Kb)  |  Favorite  |  View/Download：282/133  |  Submit date：2018/10/30
Slope displacement  Slope failure mode  Soil water content  Shaking table test  Landslides  
Flow-pipe-soil coupling mechanisms and predictions for submarine pipeline instability 期刊论文
JOURNAL OF HYDRODYNAMICS, 2017, 卷号: 29, 期号: 5, 页码: 763-773
Authors:  Gao FP(高福平);  Gao, FP (reprint author), Chinese Acad Sci, Inst Mech, Key Lab Mech Fluid Solid Coupling Syst, Beijing 100190, Peoples R China.;  Gao, FP (reprint author), Univ Chinese Acad Sci, Sch Engn Sci, Beijing 100049, Peoples R China.
View  |  Adobe PDF(2310Kb)  |  Favorite  |  View/Download：533/286  |  Submit date：2017/11/29
Submarine Pipeline  Lateral Stability  Bearing Capacity  Vortex-induced Vibration  Local Scour  Fluid-structure-soil Coupling  
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：442/148  |  Submit date：2016/01/08
Failure Mechanism  Bearing Capacity  Fluid-structure Interaction  Offshore Foundation  Soil Dynamics  
A modified criterion for wave-induced momentary liquefaction of sandy seabed 期刊论文
Theoretical and Applied Mechanics Letters, 2015, 卷号: 5, 期号: 1, 页码: 20-23
Authors:  Qi WG(漆文刚);  Gao FP(高福平)
View  |  Adobe PDF(610Kb)  |  Favorite  |  View/Download：406/94  |  Submit date：2016/02/01
Pore-pressure Response  Liquefaction Criterion  Momentary Liquefaction  Analytical Approximation  
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：1069/331  |  Submit date：2013/03/15
Pore Pressure  Wave-current Interactions  Porous Seabed  Effective Stresses