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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... [6]
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高福平 [6]
吴应湘 [3]
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Language:英语
Document Type:会议论文
Community:水动力学与海洋工程重点实验室(2009-2011)
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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
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Adobe PDF(361Kb)
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View/Download:1563/556
  |  
Submit date:2012/11/23
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)
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View/Download:299/88
  |  
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.
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View/Download:295/74
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Submit date:2016/06/28
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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View/Download:267/78
  |  
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.
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View/Download:281/69
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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)
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View/Download:1360/363
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Submit date:2010/01/14
Bearing Capacity
Slip-line Field Theory
Pipeline
Tresca Yield Criterion
Strip Footing