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A Slip-Line Field Solution for the Ultimate Bearing Capacity of a Pipeline Under Oblique Loading on a Clayey Seabed 期刊论文
INTERNATIONAL JOURNAL OF OFFSHORE AND POLAR ENGINEERING, 2022, 卷号: 32, 期号: 4, 页码: 473-479
Authors:  Wang N(汪宁);  Qi WG(漆文刚);  Shi YM(师玉敏);  Gao FP(高福平)
Adobe PDF(117Kb)  |  Favorite  |  View/Download：206/48  |  Submit date：2023/02/03
Bearing capacity  deep-sea pipeline  oblique loading  slip-line field theory  failure envelope  pipe-soil interaction  clayey seabed  
Predicting the Instability Trajectory of an Obliquely Loaded Pipeline on a Clayey Seabed 期刊论文
JOURNAL OF MARINE SCIENCE AND ENGINEERING, 2022, 卷号: 10, 期号: 2, 页码: 21
Authors:  Wang N(汪宁);  Qi WG(漆文刚);  Gao FP(高福平)
Adobe PDF(4148Kb)  |  Favorite  |  View/Download：392/211  |  Submit date：2022/05/17
deep-sea pipeline  clayey seabed  oblique load  bearing capacity  failure envelope  critical pipe weight  
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：529/112  |  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)
View  |  Adobe PDF(3300Kb)  |  Favorite  |  View/Download：417/136  |  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  
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：269/123  |  Submit date：2018/10/30
Slope displacement  Slope failure mode  Soil water content  Shaking table test  Landslides  
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：587/133  |  Submit date：2017/02/24
Submarine Pipeline  On-bottom Stability  Sandy Seabed  Analytical Study  Pipe-soil Interaction  Sloping Seabed