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Knowledge Management System of Institue of Mechanics, CAS
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Huang JS [1]
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Source Publication:OCEAN ENGINEERING
Creator:reprint author
First author
Language:英语
Community:流固耦合系统力学重点实验室
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Bearing capacity of spudcan foundations in a spatially varying clayey seabed
期刊论文
OCEAN ENGINEERING, 2017, 卷号: 143, 页码: 97-105
Authors:
Li L
;
Li JH
;
Huang JS
;
Gao FP(高福平)
;
Li, JH (reprint author), Harbin Inst Technol, Dept Civil & Environm Engn, Shenzhen Grad Sch, Shenzhen 518055, Peoples R China.
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View/Download:291/142
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Submit date:2017/11/29
Spudcan Foundation
Spatial Variability
Bearing Capacity
Clay
Mobilized Shear Strength
A general slip-line field solution for the ultimate bearing capacity of a pipeline on drained soils
期刊论文
OCEAN ENGINEERING, 2015, 卷号: 104, 页码: 405-413
Authors:
Gao FP(高福平)
;
Wang N
;
Zhao B
;
Gao, FP (reprint author), Chinese Acad Sci, Inst Mech, Key Lab Mech Fluid Solid Coupling Syst, Beijing 100190, Peoples R China.
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View/Download:434/96
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Submit date:2015/09/22
Collapse Loads
Bearing Capacity
Slip-line Field Theory
Analytical Solution
Submarine Pipeline
Ultimate bearing capacity of a pipeline on clayey soils: Slip-line field solution and FEM simulation
期刊论文
OCEAN ENGINEERING, 2013, 卷号: 73, 页码: 159-167
Authors:
Gao FP(高福平)
;
Wang N(汪宁)
;
Zhao B(赵波)
;
Gao, FP (reprint author), Chinese Acad Sci, Inst Mech, Key Lab Mech Fluid Solid Coupling Syst, Beijing 100190, Peoples R China
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View/Download:1341/414
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Submit date:2013/11/06
Collapse Loads
Slip-line Field Theory
Plane-strain Fem
Collapse Loads
Steel Catenary Riser
Submarine Pipeline
An analytical solution for response of a porous seabed to combined wave and current loading
期刊论文
OCEAN ENGINEERING, 2013, 卷号: 57, 页码: 240-247
Authors:
Zhang Y
;
Jeng DS
;
Gao FP(高福平)
;
Zhang JS
;
Jeng, DS (reprint author), Shanghai Jiao Tong Univ, Dept Civil Engn, Ctr Marine Geotech Engn, Key Lab Ocean Engn, Shanghai 200240, Peoples R China.
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View/Download:1019/321
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Submit date:2013/03/15
Pore Pressure
Wave-current Interactions
Porous Seabed
Effective Stresses