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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)
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Pore pressure  Wave loading  Flume observation  Silty seabed  Seabed liquefaction  
On-Bottom Stability of Submarine Pipelines 图书章节
2022
Authors:  Gao FP(高福平)
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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)
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Wave-seabed-pipeline interaction  Poro-elastoplastic model  Buried pipe  Transient pore-pressure response  Vertical soil resistance  
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  
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:442/97  |  Submit date:2015/09/22
Collapse Loads  Bearing Capacity  Slip-line Field Theory  Analytical Solution  Submarine Pipeline  
Numerical modelling of cyclic pull-out behaviors of embedded plate anchors in saturated soft clay 会议论文
Proceedings of the ASME 2014 33rd International Conference on Ocean, Offshore and Arctic Engineering, San Francisco, 2014-6-8~13
Authors:  Hu C(胡存);  Gao FP(高福平)
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钢悬链线立管触地段的结构循环应变响应实验研究 学位论文
硕士论文,北京: 中国科学院研究生院, 2014
Authors:  姜海洋;  高福平;  臧志鹏
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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.
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Submarine Pipeline  On-bottom Stability  Ultimate Soil Resistance  Ocean Current  Sandy Seabed  Instability  Stability  
Lateral soil resistance to an untrenched pipeline under the action of ocean currents 会议论文
The Second International Symposium on Frontiers in Offshore Geotechnics (ISFOG), Perth, Australia, 2010
Authors:  Gao FP(高福平);  Yan SM;  Zhang EY;  Wu YX(吴应湘);  Jia X
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Geotechnical investigation and tension-pile solution for foundation of SFT prototype at Qiandao Lake 会议论文
The 1st International Symposium on Archimedes Bridge, Qiandao Lake, China, 2010-10
Authors:  Gao FP(高福平);  Yan WJ(鄢文杰);  Ge F(葛斐)
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Tension-pile Group  Geotechnical Investigation  Submerged Floating Tunnel  Foundation Solution