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Characteristics of the horseshoe vortex at a cylindrical pile under a current and combined waves and current 会议论文
29th International Ocean and Polar Engineering Conference, ISOPE 2019, Honolulu, HI, United states, June 16, 2019 - June 21, 2019
Authors:  Qi WG(漆文刚);  Xu K(徐凯);  Liu J(刘俊);  Gao FP(高福平)
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Combined waves and current  Horseshoe vortex  PIV technique  Swirling strength  
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  
PORO-ELASTOPLASTIC MODELLING OF UPLIFT RESISTANCE OF SHALLOWLY-BURIED PIPELINES 会议论文
36th ASME International Conference on Ocean, Offshore and Arctic Engineering, Trondheim, NORWAY, JUN 25-30, 2017
Authors:  Qi WG(漆文刚);  Shi YM;  Gao FP(高福平);  Qi, WG (reprint author), Chinese Acad Sci, Key Lab Mech Fluid Solid Coupling Syst, Inst Mech, Beijing, Peoples R China.
View  |  Adobe PDF(3561Kb)  |  Favorite  |  View/Download:228/61  |  Submit date:2018/01/16
Sand  Wave  Pipes  
Poro-elastoplastic modelling of uplift resistance of shallowlyburied pipelines 会议论文
ASME 2017 36th International Conference on Ocean, Offshore and Arctic Engineering, OMAE 2017, Trondheim, Norway, June 25, 2017 - June 30, 2017
Authors:  Qi WG(漆文刚);  Shi YM(师玉敏);  Gao FP(高福平)
View  |  Adobe PDF(3561Kb)  |  Favorite  |  View/Download:237/55  |  Submit date:2018/11/08
Arctic engineering  Elastoplasticity  Marine risers  Pore pressure  Soils  Stress analysis  Axial compressive forces  Elasto  plastic models  Heating and cooling  Internal friction angle  Numerical results  Operational cycle  Upheaval buckling  Uplift resistance  
Numerical study of local scour effects on the lateral pile-soil interaction 会议论文
8th International Conference on Scour and Erosion, ICSE 2016, Oxford, United kingdom, September 12, 2016 - September 15, 2016
Authors:  Qi WG(漆文刚);  Gao FP(高福平)
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3d Finite Element Model  Analysis Approach  Effective Stress  Numerical Results  Overburden Soils  Pile Soil Interaction  Structural Behaviors  Surrounding Soils  
Physical modelling of pile-group effect on the local scour in submarine environments 会议论文
2nd International Symposium on Submerged Floating Tunnels and Underwater Tunnel Structures (SUFTUS), Chongqing, PEOPLES R CHINA, DEC, 2016
Authors:  Li YX;  Qi WG(漆文刚);  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.
Adobe PDF(325Kb)  |  Favorite  |  View/Download:312/100  |  Submit date:2017/05/12
Pile-group Effect  Local Scour  Physical Modelling  Current Plus Waves  Vertical Piles  
A Numerical Model for Pore Pressure Buildup in a Porous Seabed under the Action of Combined Waves and Current 会议论文
Proceedings of the Eleventh (2014) Pacific/Asia Offshore Mechanics Symposium, Shanghai, 2014-10-12~16
Authors:  Wang YF(王意发);  Gao FP(高福平)
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Bearing Capacity of the High-Rise Pile Cap Foundation for Offshore Wind Turbines 会议论文
2014 International Conference on Sustainable Development of Critical Infrastructure, IC-SDCI 2014, Shanghai, 2014-5
Authors:  Qi WG(漆文刚);  He GL(贺广零);  Gao FP(高福平)
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Responses of sandy seabed under combined waves and current,Turbulent boundary layer and pore-water pressure 会议论文
Physical Modelling in Geotechnics - Proceedings of the 8th International Conference on Physical Modelling in Geotechnics 2014, ICPMG 2014, Perth, 2014-1
Authors:  Qi WG(漆文刚);  Gao FP(高福平)
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A pipe-soil interaction model for anti-rolling pipeline on-bottom stability on a sloping sandy seabed 会议论文
23rd International Offshore and Polar Engineering Conference, ISOPE-2013, Anchorage, Alaska, USA, JUN 30-JUL 05, 2013
Authors:  Han XT(韩希霆);  Gao FP(高福平);  Gao FP(高福平)
Adobe PDF(287Kb)  |  Favorite  |  View/Download:619/239  |  Submit date:2014/03/04
Sloping Seabed  Pipe-soil Interaction  Lateral Stability  Theoretical Solution