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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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闫术明 [3]
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Indexed By:EI
Creator:闫术明
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A numerical model for ultimate soil resistance to an untrenched pipeline under ocean currents
期刊论文
CHINA OCEAN ENGINEERING, 2012, 卷号: 26, 期号: 2, 页码: 185-194
Authors:
Gao FP(高福平)
;
Han XT(韩希霆)
;
Yan SM(闫术明)
;
Gao, FP
;
Chinese Acad Sci, Inst Mech, Beijing 100190, Peoples R China.
Adobe PDF(614Kb)
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View/Download:863/284
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Submit date:2013/01/18
Submarine Pipeline
On-bottom Stability
Ultimate Soil Resistance
Ocean Current
Sandy Seabed
Instability
Stability
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:1132/357
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Submit date:2012/04/01
Submarine Pipeline
On-bottom Stability
Pipe-soil Interaction
Ocean Currents
Sandy Seabed
Stability
Currents
Occurrence of spanning of a submarine pipeline with initial embedment
会议论文
17th International Offshore and Polar Engineering Conference (ISOPE 2007), Lisbon, PORTUGAL, JUL 01-06, 2007
Authors:
Gao FP(高福平)
;
Yang B(杨兵)
;
Yan SM(闫术明)
;
Wu YX(吴应湘)
;
Gao FP
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View/Download:732/123
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Submit date:2009/07/23
Submarine Pipeline
Pipe Span
Currents
Sands
Seepage Failure
Scour