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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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漆文刚 [12]
高福平 [12]
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A Slip-Line Field Solution for the Ultimate Bearing Capacity of a Pipeline Under Oblique Loading on a Clayey Seabed
期刊论文
INTERNATIONAL JOURNAL OF OFFSHORE AND POLAR ENGINEERING, 2022, 卷号: 32, 期号: 4, 页码: 473-479
Authors:
Wang N(汪宁)
;
Qi WG(漆文刚)
;
Shi YM(师玉敏)
;
Gao FP(高福平)
Adobe PDF(117Kb)
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View/Download:212/50
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Submit date:2023/02/03
Bearing capacity
deep-sea pipeline
oblique loading
slip-line field theory
failure envelope
pipe-soil interaction
clayey seabed
Quantifying the spatiotemporal evolution of the turbulent horseshoe vortex in front of a vertical cylinder
期刊论文
PHYSICS OF FLUIDS, 2022, 卷号: 34, 期号: 1, 页码: 19
Authors:
Qi WG(漆文刚)
;
Liu,Jun
;
Gao FP(高福平)
;
Li B(李彪)
;
Chen,QiGang
Adobe PDF(9917Kb)
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View/Download:228/43
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Submit date:2022/03/05
A non-Darcy flow model for a non-cohesive seabed involving wave-induced instantaneous liquefaction
期刊论文
OCEAN ENGINEERING, 2021, 卷号: 239, 页码: 16
Authors:
Zhou, Mo-Zhen
;
Qi WG(漆文刚)
;
Jeng, Dong-Sheng
;
Gao FP(高福平)
Adobe PDF(2148Kb)
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View/Download:256/53
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Submit date:2021/11/01
Nonlinear complementarity problem
Karush-Kuhn-Tucker (KKT) condition
Penalty method
Non-Darcy flow model
Seabed liquefaction
Wave-seabed interactions
Uplift soil resistance to a shallowly-buried pipeline in the sandy seabed under waves: Poro-elastoplastic modeling
期刊论文
APPLIED OCEAN RESEARCH, 2020, 卷号: 95, 页码: 13
Authors:
Qi WG(漆文刚)
;
Shi YM(师玉敏)
;
Gao FP(高福平)
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Adobe PDF(5720Kb)
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View/Download:547/158
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Submit date:2020/04/07
Wave-seabed-pipeline interaction
Poro-elastoplastic model
Buried pipe
Transient pore-pressure response
Vertical soil resistance
Combined wave-current induced excess pore-pressure in a sandy seabed: Flume observations and comparisons with theoretical models
期刊论文
COASTAL ENGINEERING, 2019, 卷号: 147, 页码: 89-98
Authors:
Qi WG(漆文刚)
;
Li CF(李畅飞)
;
Jeng DS
;
Gao FP(高福平)
;
Liang ZD
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Adobe PDF(1354Kb)
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View/Download:700/101
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Submit date:2019/05/29
Excess pore-pressure
Flume experiment
Sandy seabed
Combined waves and current
Boundary layer
Wave-current interactions
Physical modeling of the axial pipe-soil interaction for pipeline walking on a sloping sandy seabed
期刊论文
OCEAN ENGINEERING, 2019, 卷号: 178, 页码: 20-30
Authors:
Shi YM(师玉敏)
;
Wang N(汪宁)
;
Gao FP(高福平)
;
Qi WG(漆文刚)
;
Wang JQ
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Adobe PDF(3657Kb)
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View/Download:533/112
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Submit date:2019/05/29
Sloping seabed
Pipeline walking
Pipeline-seabed interaction
Physical modeling
Physical modelling of local scour at twin piles under combined waves and current
期刊论文
COASTAL ENGINEERING, 2019, 卷号: 143, 页码: 63-75
Authors:
Qi WG(漆文刚)
;
Li YX
;
Xu K
;
Gao FP(高福平)
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View/Download:421/137
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Submit date:2019/04/11
Local scour
Twin piles
Pile-group
Skew angle
Horseshoe vortex
PIV technique
Combined waves and current
Time scale
Equivalent pile diameter
Wave induced instantaneously-liquefied soil depth in a non-cohesive seabed
期刊论文
Ocean Engineering, 2018, 卷号: 153, 页码: 412-423
Authors:
Qi WG(漆文刚)
;
Gao FP(高福平)
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Adobe PDF(2214Kb)
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View/Download:283/90
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Submit date:2018/10/22
Scour effects on p-y curves for shallowly embedded piles in sand
期刊论文
GEOTECHNIQUE, 2016, 卷号: 66, 期号: 8, 页码: 648-660
Authors:
Qi WG(漆文刚)
;
Gao FP(高福平)
;
Randolph MF
;
Lehane BM
;
Qi, WG (reprint author), Univ Western Australia, Ctr Offshore Fdn Syst, Crawley, Australia.
;
Qi, WG (reprint author), Chinese Acad Sci, Inst Mech, Key Lab Mech Fluid Solid Coupling Syst, Beijing, Peoples R China.
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View/Download:549/214
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Submit date:2016/10/20
Centrifuge Modelling
Deformation
Erosion
Piles & Piling
Soil/structure Interaction
Stiffness
On the instability of offshore foundations: theory and mechanism
期刊论文
SCIENCE CHINA-PHYSICS MECHANICS & ASTRONOMY, 2015, 卷号: 58, 期号: 12, 页码: 124701
Authors:
Gao FP(高福平)
;
Li JH
;
Qi WG(漆文刚)
;
Hu C(胡存)
;
Gao, FP (reprint author), Chinese Acad Sci, Inst Mech, Beijing 100190, Peoples R China.
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View/Download:435/145
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Submit date:2016/01/08
Failure Mechanism
Bearing Capacity
Fluid-structure Interaction
Offshore Foundation
Soil Dynamics