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Experimental study of erosion threshold of reconstituted sediments 会议论文
30th International Conference on Ocean, Offshore and Arctic Engineering, Rotterdam, NETHERLANDS, JUN 19-24, 2011
作者:  Ye ZH;  Cheng L;  Zang ZP(臧志鹏);  Ye, ZH (reprint author), Univ Western Australia, Sch Civil & Resource Engn, Perth, WA 6009, Australia.
Adobe PDF(2495Kb)  |  收藏  |  浏览/下载:804/169  |  提交时间:2013/02/26
Arctic Engineering  Erosion  Mixtures  Sedimentology  Shear Stress  Coarse Particles  Cohesive Sediments  Equilibrium Modes  Erosion Characteristics  Erosion Thresholds  Experimental Studies  Mass Content  Mud Weights  Natural Sediments  Predicting Models  Research Efforts  Seabed Sediments  Test Condition  Testing Facility  
Behavior of vortex-induced vibration of a circular cylinder near a deformable wall with two degrees of freedom in steady flow 期刊论文
China Ocean Engineering, 2011, 卷号: 25, 期号: 4, 页码: 549-564
作者:  Yang B;  Ma JL;  Cui JS(崔金声);  Xu WH(徐万海);  Yang, B (reprint author), SW Jiaotong Univ, Sch Civil Engn, Chengdu 610031, Peoples R China
Adobe PDF(496Kb)  |  收藏  |  浏览/下载:864/212  |  提交时间:2012/04/01
Vortex-induced Vibration  Two Degrees Of Freedom  Deformable Wall  Circular Cylinder  Steady Flow  Very-low Mass  Plane Boundary  Pipelines  Dynamics  Currents  Forces  Mode  Pipe  
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
作者:  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)  |  收藏  |  浏览/下载:1106/351  |  提交时间:2012/04/01
Submarine Pipeline  On-bottom Stability  Pipe-soil Interaction  Ocean Currents  Sandy Seabed  Stability  Currents  
Numerical Simulation of Liquefaction Deformation of Sand Layer around Bucket Foundations under Dynamic Loadings 期刊论文
The Open Ocean Engineering Journal, 2010, 卷号: 3, 期号: 2, 页码: 75-81
作者:  Li C(李驰);  Lu XB(鲁晓兵);  Wang SY(王淑云);  Li C(李驰)
Adobe PDF(282Kb)  |  收藏  |  浏览/下载:1076/290  |  提交时间:2010/02/24
Study on the Capacity Degradation of Bucket Foundation in Liquefied Sand Layer under Cyclic Loads 期刊论文
The Open Ocean Engineering Journal, 2010, 期号: 3, 页码: 86-92
作者:  Li C;  Lu XB(鲁晓兵);  Wang SY(王淑云);  Li C(李驰)
Adobe PDF(766Kb)  |  收藏  |  浏览/下载:970/300  |  提交时间:2010/02/24
Responses of saturated sand surrounding a bucket foundations under horizontal vibration loading 期刊论文
The Open Ocean Engineering Journal, 2010, 期号: 3, 页码: 31-37
作者:  Lu XB(鲁晓兵);  Zhang XH(张旭辉);  Shi ZM(时忠民);  Lu XB(鲁晓兵)
浏览  |  Adobe PDF(849Kb)  |  收藏  |  浏览/下载:1052/263  |  提交时间:2010/02/24
Probability of Sediment Incipient Motion Under Complex Flows 期刊论文
China Ocean Engineering, 2010, 卷号: 24, 期号: 1, 页码: 93-104
作者:  Liu CR(刘春嵘);  Deng LY(邓丽颖);  呼和敖德
Adobe PDF(1070Kb)  |  收藏  |  浏览/下载:656/176  |  提交时间:2011/03/01
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
作者:  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.
浏览  |  Adobe PDF(916Kb)  |  收藏  |  浏览/下载:309/78  |  提交时间: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
作者:  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.
浏览  |  Adobe PDF(369Kb)  |  收藏  |  浏览/下载:248/79  |  提交时间:2016/06/28
Physical Modeling And Parametric Study On Two-Degree-Of-Freedom Viv Of A Cylinder Near Rigid Wall 期刊论文
China Ocean Engineering, 2009, 卷号: 23, 期号: 1, 页码: 119-132
作者:  Yang B(杨兵);  Gao FP(高福平);  Li DH(李东晖);  Wu YX(吴应湘);  Yang B
Adobe PDF(779Kb)  |  收藏  |  浏览/下载:980/142  |  提交时间:2009/08/03
Vortex-induced Vibration  Cylinder Near a Wall  Two Degrees Of Freedom  Steady Flow  Gap-to-diameter Ratio  Mass Ratio  Vortex-induced Vibrations  Very-low Mass  Plane Boundary  Dynamics  Currents  Freedom  Forces