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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
Favorite  |  View/Download:30/0  |  Submit date:2019/05/29
Excess pore-pressure  Flume experiment  Sandy seabed  Combined waves and current  Boundary layer  Wave-current 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(王宁);  Gao FP(高福平);  Qi WG(漆文刚);  Wang JQ
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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)
Favorite  |  View/Download:19/0  |  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  
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)
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Submarine Pipeline  Pipeline-soil Interaction System  Lateral Instability  Tunnel Erosion  Competition Mechanism  
Lateral instability and tunnel erosion of a submarine pipeline: competition mechanism 会议论文
1st International Symposium on Marine Engineering Geology (ISMEG), Ocean Univ China, Shandong Prov Key Lab Marine Environm & Geol Engn, Qingdao, PEOPLES R CHINA, OCT 21-24, 2016
Authors:  Shi YM(师玉敏);  Gao FP(高福平)
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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
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Slope displacement  Slope failure mode  Soil water content  Shaking table test  Landslides  
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)
Favorite  |  View/Download:40/0  |  Submit date:2018/10/22
软黏土海床条件下的管道侧向失稳预测模型 期刊论文
中国海洋大学学报(自然科学版), 2017, 卷号: 47, 期号: 10, 页码: 141-147
Authors:  师玉敏;  高福平
View  |  Adobe PDF(460Kb)  |  Favorite  |  View/Download:74/14  |  Submit date:2017/12/22
软黏土  海底管道  侧向失稳  极限土阻力  
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, Li;  Li, Jinhui;  Huang, Jinsong;  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