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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  
波流-桩体-海床动力耦合作用及其对单桩水平承载特性的影响 会议论文
中国力学大会-2017暨庆祝中国力学学会成立60周年大会（A）, 中国北京, 2017-08-13
Authors:  漆文刚;  胡存;  高福平
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刚性单桩  多物理场  承载力  循环载荷  
海底管道与粘性土体多向耦联的相互作用模型 会议论文
中国力学大会-2015, 上海, 2015年8月
Authors:  汪宁;  高福平
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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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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)
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Sloping Seabed  Pipe-soil Interaction  Lateral Stability  Theoretical Solution  
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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Full-Scale Physical Modeling of Pipeline Instability on a Sloping Seabed 会议论文
Proceedings of Annual Offshore Technology Conference (OTC 2011), Houston, 2011-5-2~5
Authors:  Gao FP(高福平);  Cao J(曹静);  Han XT(韩希霆);  Sha Y(沙勇)
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PHYSICAL MODELING OF UNTRENCHED PIPELINE BREAKOUT FROM SAND-BED IN OCEAN CURRENTS 会议论文
29th ASME International Conference on Ocean, Offshore and Arctic Engineering, Shanghai, PEOPLES R CHINA, JUN 06-11, 2010
Authors:  Yan SM;  Gao FP(高福平);  Cao J;  Zhang EY;  Li GH;  Wu YX(吴应湘);  Gao, FP (reprint author), Chinese Acad Sci, Inst Mech, Key Lab Hydrodynam & Ocean Engn, Beijing 100080, Peoples R China.
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A FEM model for wave-induced pore pressure response around a pile foundation 会议论文
20th International Offshore and Polar Engineering Conference, ISOPE-2010, Beijing, China, June 20, 2010 - June 25, 2010
Authors:  Li XJ(李小均);  Yang B(杨兵);  Gao FP(高福平);  Zang J;  Li, X.
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Experimental Data  Fem  Fem Models  Numerical Results  Ocean Wave  Parametric Study  Pressure Response  Seabed  Simulating Waves  Soil Around Pile  Soil Permeability