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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
Adobe PDF(361Kb)  |  Favorite  |  View/Download：1599/569  |  Submit date：2012/11/23
Static and dynamic mechanical behavior of gas hydrate sediment 会议论文
The Ninth (2011) ISOPE Ocean Mining Symposium, Maui,Hawaii,USA, JUN 19-24, 2011
Authors:  Lu XB(鲁晓兵);  Zhang XH(张旭辉);  Wang SY(王淑云);  Li QP(李清平);  Lu XB(鲁晓兵)
Adobe PDF(158Kb)  |  Favorite  |  View/Download：844/189  |  Submit date：2013/02/26
Thf Hydrate Sediment  Shear Strength  Cyclic Load  Liquefaction  
Steady flow-induced instability of a partially embedded pipeline: Pipe-soil interaction mechanism 期刊论文
Ocean Engineering, 2011, 卷号: 38, 期号: 7, 页码: 934-942
Authors:  Gao FP(高福平);  Yan SM(闫术明);  Yang B(杨兵);  Luo CC(雒承才);  Gao, FP (reprint author), Chinese Acad Sci, Inst Mech, Key Lab Hydrodynam & Ocean Engn, Beijing 100190, Peoples R China
Adobe PDF(916Kb)  |  Favorite  |  View/Download：1127/356  |  Submit date：2012/04/01
Submarine Pipeline  On-bottom Stability  Pipe-soil Interaction  Ocean Currents  Sandy Seabed  Stability  Currents  
An experimental study on stress-strain behavior and constitutive model of hardfill material 期刊论文
Science China-Physics Mechanics & Astronomy, 2011, 卷号: 54, 期号: 11, 页码: 2015-2024
Authors:  Wu MX(吴梦喜);  Du B(杜斌);  Yao YC;  He XF;  Wu, MX (reprint author), Chinese Acad Sci, Inst Mech, Key Lab Environm Mech, Beijing 100190, Peoples R China
Adobe PDF(719Kb)  |  Favorite  |  View/Download：916/285  |  Submit date：2012/04/01
Hardfill  Stress-strain Relationship  Large-scale Triaxial Tests  Constitutive Model  
Fracture of a slope by percolating 会议论文
International Symposium on Geomechanics and Geotechnics - From Micro to Macro, Shanghai, PEOPLES R CHINA, OCT 10-12, 2010
Authors:  Lu XB(鲁晓兵);  Zhang XH(张旭辉);  Hu KH;  Chen XQ;  Lu, XB (reprint author), Chinese Acad Sci, Inst Mech, Lab Hydraul & Ocean Engn, Beijing 100080, Peoples R China
View  |  Adobe PDF(348Kb)  |  Favorite  |  View/Download：992/180  |  Submit date：2012/04/01
Fracture  Slope  Percolation  Debris Flow  Mechanism  Liquefaction  Sand  
Formation of layered fracture and outburst during gas hydrate dissociation 期刊论文
Journal of Petroleum Science and Engineering, 2011, 卷号: 76, 期号: 3-4, 页码: 212-216
Authors:  Zhang XH(张旭辉);  Lu XB(鲁晓兵);  Li QP(李清平);  Zhang, XH (reprint author), Chinese Acad Sci, Inst Mech, Lab Hydrodynam & Ocean Engn, Beijing 100190, Peoples R China
Adobe PDF(1113Kb)  |  Favorite  |  View/Download：1610/322  |  Submit date：2012/04/01
Hydrate Dissociation  Excess Pore Pressure  Dissociation Zone  Layered Fracture  Outburst  Methane Hydrate  Slope  Sediments  Norway  Slide  
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：333/105  |  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：325/84  |  Submit date：2016/06/28
On the capacity and deformation of bucket foundation under dynamic loadings 会议论文
20th International Offshore and Polar Engineering Conference, ISOPE-2010, Beijing, China, June 20, 2010 - June 25, 2010
Authors:  Li C;  Lu XB(鲁晓兵);  Wang SY(王淑云);  Li, C.
View  |  Adobe PDF(495Kb)  |  Favorite  |  View/Download：245/72  |  Submit date：2017/06/20
Bucket Foundation  Capacity Degradation  Dynamic Loading  Dynamic Loadings  Horizontal Deformation  Non-linear  Numerical Models  Spring Model  Vertical Deformation  
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：308/76  |  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