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Geotechnical investigation and tension-pile solution for foundation of SFT prototype at Qiandao Lake 会议论文
The 1st International Symposium on Archimedes Bridge, Qiandao Lake, China, 2010-10
Authors:  Gao FP(高福平);  Yan WJ(鄢文杰);  Ge F(葛斐)
View  |  Adobe PDF(530Kb)  |  Favorite  |  View/Download：328/103  |  Submit date：2015/07/20
Tension-pile Group  Geotechnical Investigation  Submerged Floating Tunnel  Foundation Solution  
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.
View  |  Adobe PDF(916Kb)  |  Favorite  |  View/Download：318/82  |  Submit date：2016/06/28
NUMERICAL INVESTIGATION ON BEARING CAPACITY OF A PIPELINE ON CLAYEY SOILS 会议论文
29th ASME International Conference on Ocean, Offshore and Arctic Engineering, Shanghai, PEOPLES R CHINA, JUN 06-11, 2010
Authors:  Zhao B;  Gao FP(高福平);  Kang RY;  Gao, FP (reprint author), Chinese Acad Sci, Inst Mech, Key Lab Hydrodynam & Ocean Engn, Beijing, Peoples R China.
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Numerical analysis of interfacial shear degradation effects on axial uplift bearing capacity of a tension pile 会议论文
1st International Symposium on Archimedes Bridge (ISAB-2010), Qiandao Lake, PEOPLES R CHINA, OCT 17-20, 2010
Authors:  Yan WJ;  Gao FP(高福平);  Gao, FP (reprint author), Chinese Acad Sci, Inst Mech, Key Lab Hydrodynam & Ocean Engn, Beijing 100190, 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：303/74  |  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