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Response spectra for transient pore-pressure in a sandy seabed under random waves: Frequency-filtering effect 期刊论文
OCEAN ENGINEERING, 2023, 卷号: 279, 页码: 114490
Authors:  Yu JH(于嘉豪);  Gao FP(高福平);  Li CF(李畅飞)
Adobe PDF(4173Kb)  |  Favorite  |  View/Download：86/10  |  Submit date：2023/06/15
Random waves  Transient pore-pressure  Flume observation  Amplitude-attenuation  Frequency-filtering  
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：260/53  |  Submit date：2021/11/01
Nonlinear complementarity problem  Karush-Kuhn-Tucker (KKT) condition  Penalty method  Non-Darcy flow model  Seabed liquefaction  Wave-seabed interactions  
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(汪宁);  Gao FP(高福平);  Qi WG(漆文刚);  Wang JQ
View  |  Adobe PDF(3657Kb)  |  Favorite  |  View/Download：539/114  |  Submit date：2019/05/29
Sloping seabed  Pipeline walking  Pipeline-seabed interaction  Physical modeling  
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.
View  |  Adobe PDF(2112Kb)  |  Favorite  |  View/Download：303/147  |  Submit date：2017/11/29
Spudcan Foundation  Spatial Variability  Bearing Capacity  Clay  Mobilized Shear Strength  
A general slip-line field solution for the ultimate bearing capacity of a pipeline on drained soils 期刊论文
OCEAN ENGINEERING, 2015, 卷号: 104, 页码: 405-413
Authors:  Gao FP(高福平);  Wang N;  Zhao B;  Gao, FP (reprint author), Chinese Acad Sci, Inst Mech, Key Lab Mech Fluid Solid Coupling Syst, Beijing 100190, Peoples R China.
View  |  Adobe PDF(1343Kb)  |  Favorite  |  View/Download：438/96  |  Submit date：2015/09/22
Collapse Loads  Bearing Capacity  Slip-line Field Theory  Analytical Solution  Submarine Pipeline  
Ultimate bearing capacity of a pipeline on clayey soils: Slip-line field solution and FEM simulation 期刊论文
OCEAN ENGINEERING, 2013, 卷号: 73, 页码: 159-167
Authors:  Gao FP(高福平);  Wang N(汪宁);  Zhao B(赵波);  Gao, FP (reprint author), Chinese Acad Sci, Inst Mech, Key Lab Mech Fluid Solid Coupling Syst, Beijing 100190, Peoples R China
Adobe PDF(2608Kb)  |  Favorite  |  View/Download：1364/418  |  Submit date：2013/11/06
Collapse Loads  Slip-line Field Theory  Plane-strain Fem  Collapse Loads  Steel Catenary Riser  Submarine Pipeline  
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：1056/329  |  Submit date：2013/03/15
Pore Pressure  Wave-current Interactions  Porous Seabed  Effective Stresses  
Submarine pipeline lateral instability on a sloping sandy seabed 期刊论文
OCEAN ENGINEERING, 2012, 卷号: 50, 页码: 44-52
Authors:  Gao FP(高福平);  Han XT(韩希霆);  Cao J;  Sha Y;  Cui JS(崔金声);  Gao, FP;  Chinese Acad Sci, Inst Mech, Beijing 100190, Peoples R China.
Adobe PDF(1264Kb)  |  Favorite  |  View/Download：1715/506  |  Submit date：2013/01/18
Sloping Seabed  Deepwater Pipeline  On-bottom Stability  Ocean Currents  Partially-embedded Pipeline  Scour  Flow  Stability  Currents  
Physical modeling of untrenched submarine pipeline instability 期刊论文
OCEAN ENGINEERING, 2003, 卷号: 30, 期号: 10, 页码: l283-1304
Authors:  Gao FP(高福平);  Gu XY(顾小芸);  Jeng DS;  Jeng, DS (reprint author), Griffith Univ, Sch Engn, Gold Coast Campus, Gold Coast, Qld 9726, Australia.
Adobe PDF(301Kb)  |  Favorite  |  View/Download：928/333  |  Submit date：2007/06/15