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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)
Adobe PDF(5842Kb)  |  Favorite  |  View/Download：190/51  |  Submit date：2023/02/03
Pore pressure  Wave loading  Flume observation  Silty seabed  Seabed liquefaction  
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：1224/967  |  Submit date：2021/11/01
submarine pipeline  pipe-soil interaction  flow-seepage-elastoplastic modeling  on-bottom stability  competition mechanism  
Numerical analysis for the role of soil properties to the load transfer in clay foundation due to the traffic load of the metro tunnel 期刊论文
TRANSPORTATION GEOTECHNICS, 2020, 卷号: 23, 页码: 13
Authors:  Yang J;  Yin ZY;  Liu XF;  Gao FP(高福平)
Adobe PDF(2071Kb)  |  Favorite  |  View/Download：354/157  |  Submit date：2020/06/15
Clay  Anisotropy  Bounding surface  Traffic load  Finite difference method  
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：546/158  |  Submit date：2020/04/07
Wave-seabed-pipeline interaction  Poro-elastoplastic model  Buried pipe  Transient pore-pressure response  Vertical soil resistance  
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：373/114  |  Submit date：2018/10/19
Submarine Pipeline  Pipeline-soil Interaction System  Lateral Instability  Tunnel Erosion  Competition Mechanism  
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：271/125  |  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：519/280  |  Submit date：2017/11/29
Submarine Pipeline  Lateral Stability  Bearing Capacity  Vortex-induced Vibration  Local Scour  Fluid-structure-soil Coupling  
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：549/214  |  Submit date：2016/10/20
Centrifuge Modelling  Deformation  Erosion  Piles & Piling  Soil/structure Interaction  Stiffness  
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.
Adobe PDF(1791Kb)  |  Favorite  |  View/Download：434/144  |  Submit date：2016/01/08
Failure Mechanism  Bearing Capacity  Fluid-structure Interaction  Offshore Foundation  Soil Dynamics  
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.
Adobe PDF(1343Kb)  |  Favorite  |  View/Download：435/96  |  Submit date：2015/09/22
Collapse Loads  Bearing Capacity  Slip-line Field Theory  Analytical Solution  Submarine Pipeline