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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)
Favorite  |  View/Download:2/0  |  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:71/1  |  Submit date:2019/05/29
Excess pore-pressure  Flume experiment  Sandy seabed  Combined waves and current  Boundary layer  Wave-current interactions  
Physical modeling of the axial pipe-soil interaction for pipeline walking on a sloping sandy seabed 期刊论文
OCEAN ENGINEERING, 2019, 卷号: 178, 页码: 20-30
Authors:  Shi YM(师玉敏);  Wang N(王宁);  Gao FP(高福平);  Qi WG(漆文刚);  Wang JQ
View  |  Adobe PDF(3657Kb)  |  Favorite  |  View/Download:49/4  |  Submit date:2019/05/29
Sloping seabed  Pipeline walking  Pipeline-seabed interaction  Physical modeling  
Physical modelling of local scour at twin piles under combined waves and current 期刊论文
COASTAL ENGINEERING, 2019, 卷号: 143, 页码: 63-75
Authors:  Qi WG(漆文刚);  Li YX;  Xu K;  Gao FP(高福平)
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Local scour  Twin piles  Pile-group  Skew angle  Horseshoe vortex  PIV technique  Combined waves and current  Time scale  Equivalent pile diameter  
Lateral instability and tunnel erosion of a submarine pipeline: competition mechanism 期刊论文
BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2018, 卷号: 77, 期号: 3, 页码: 1069-1080
Authors:  Shi YM(师玉敏);  Gao FP(高福平)
View  |  Adobe PDF(1889Kb)  |  Favorite  |  View/Download:89/12  |  Submit date:2018/10/19
Submarine Pipeline  Pipeline-soil Interaction System  Lateral Instability  Tunnel Erosion  Competition Mechanism  
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)
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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
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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.
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Submarine Pipeline  Lateral Stability  Bearing Capacity  Vortex-induced Vibration  Local Scour  Fluid-structure-soil Coupling  
Bearing capacity of spudcan foundations in a spatially varying clayey seabed 期刊论文
OCEAN ENGINEERING, 2017, 卷号: 143, 页码: 97-105
Authors:  Li L;  Li JH;  Huang JS;  Gao FP(高福平);  Li, JH (reprint author), Harbin Inst Technol, Dept Civil & Environm Engn, Shenzhen Grad Sch, Shenzhen 518055, Peoples R China.
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Spudcan Foundation  Spatial Variability  Bearing Capacity  Clay  Mobilized Shear Strength  
Pipe-soil interaction model for current-induced pipeline instability on a sloping sandy seabed 期刊论文
CANADIAN GEOTECHNICAL JOURNAL, 2016, 卷号: 53, 期号: 11, 页码: 1822-1830
Authors:  Gao FP(高福平);  Wang N;  Li JH;  Han XT;  Gao, FP (reprint author), Chinese Acad Sci, Inst Mech, Beijing 100190, Peoples R China.;  Gao, FP (reprint author), Univ Chinese Acad Sci, Sch Engn Sci, Beijing 100049, Peoples R China.
Adobe PDF(1310Kb)  |  Favorite  |  View/Download:142/46  |  Submit date:2017/02/24
Submarine Pipeline  On-bottom Stability  Sandy Seabed  Analytical Study  Pipe-soil Interaction  Sloping Seabed