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Combined nonlinear wave and current induced instantaneously-liquefied soil depth in a non-cohesive seabed 期刊论文
COASTAL ENGINEERING, 2023, 卷号: 179, 页码: 12
Authors:  Yang LJ(杨鲤境);  Gao FP(高福平);  Li CF(李畅飞)
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Combined wave -current loading  Pore pressure  Non -cohesive seabed  Instantaneous liquefaction  Phase lag  Analytical solution  
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：204/58  |  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：268/54  |  Submit date：2021/11/01
Nonlinear complementarity problem  Karush-Kuhn-Tucker (KKT) condition  Penalty method  Non-Darcy flow model  Seabed liquefaction  Wave-seabed interactions  
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)
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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
Adobe PDF(1354Kb)  |  Favorite  |  View/Download：723/107  |  Submit date：2019/05/29
Excess pore-pressure  Flume experiment  Sandy seabed  Combined waves and current  Boundary layer  Wave-current interactions  
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)
View  |  Adobe PDF(3300Kb)  |  Favorite  |  View/Download：438/146  |  Submit date：2019/04/11
Local scour  Twin piles  Pile-group  Skew angle  Horseshoe vortex  PIV technique  Combined waves and current  Time scale  Equivalent pile diameter  
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：294/95  |  Submit date：2018/10/22
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  
Scour effects on p-y curves for shallowly embedded piles in sand 期刊论文
GEOTECHNIQUE, 2016, 卷号: 66, 期号: 8, 页码: 648-660
Authors:  Qi WG(漆文刚);  Gao FP(高福平);  Randolph MF;  Lehane BM;  Qi, WG (reprint author), Univ Western Australia, Ctr Offshore Fdn Syst, Crawley, Australia.;  Qi, WG (reprint author), Chinese Acad Sci, Inst Mech, Key Lab Mech Fluid Solid Coupling Syst, Beijing, Peoples R China.
View  |  Adobe PDF(1886Kb)  |  Favorite  |  View/Download：558/217  |  Submit date：2016/10/20
Centrifuge Modelling  Deformation  Erosion  Piles & Piling  Soil/structure Interaction  Stiffness