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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)
View  |  Adobe PDF(1050Kb)  |  Favorite  |  View/Download：599/179  |  Submit date：2015/01/17
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)
View  |  Adobe PDF(287Kb)  |  Favorite  |  View/Download：617/237  |  Submit date：2014/03/04
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
View  |  Adobe PDF(361Kb)  |  Favorite  |  View/Download：1609/574  |  Submit date：2012/11/23
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.
View  |  Adobe PDF(468Kb)  |  Favorite  |  View/Download：315/78  |  Submit date：2017/06/20
Experimental Data  Fem  Fem Models  Numerical Results  Ocean Wave  Parametric Study  Pressure Response  Seabed  Simulating Waves  Soil Around Pile  Soil Permeability