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中国科学院力学研究所机构知识库
Knowledge Management System of Institue of Mechanics, CAS
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水动力学与海洋工程重... [5]
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高福平 [5]
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杨兵 [3]
Zang J [2]
李小均 [2]
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Indexed By:EI
Creator:高福平
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Community:水动力学与海洋工程重点实验室(2009-2011)
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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)
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View/Download:1145/359
  |  
Submit date:2012/04/01
Submarine Pipeline
On-bottom Stability
Pipe-soil Interaction
Ocean Currents
Sandy Seabed
Stability
Currents
Wave-induced Pore Pressure Responses and Soil Liquefaction Around Pile Foundation
期刊论文
International Journal of Offshore and Polar Engineering, 2011, 卷号: 21, 期号: 3, 页码: 233-239
Authors:
Li XJ(李小均)
;
Gao FP(高福平)
;
Yang B(杨兵)
;
Zang J
;
Li, XJ (reprint author), Chinese Acad Sci, Inst Mech, Beijing 100080, Peoples R China
Adobe PDF(648Kb)
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View/Download:1159/367
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Submit date:2012/04/01
Ocean Wave
Pile Foundation
Transient And Residual Pore Pressure
Soil Liquefaction
Fem
Pipelines
Bed
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.
Adobe PDF(369Kb)
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View/Download:277/90
  |  
Submit date:2016/06/28
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.
Adobe PDF(468Kb)
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View/Download:320/81
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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
Vertical Bearing Capacity of a Partially-Embedded Pipeline on Tresca Soils
会议论文
The Nineteenth (2009) International Offshore and Polar Engineering Conference, Osaka, Japan, 2009-06-21~2009-06-26
Authors:
Zhao B(赵波)
;
Gao FP(高福平)
;
Liu JM
;
Wu YX(吴应湘)
;
Gao FP(高福平)
Adobe PDF(490Kb)
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View/Download:1397/373
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Submit date:2010/01/14
Bearing Capacity
Slip-line Field Theory
Pipeline
Tresca Yield Criterion
Strip Footing