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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
作者:
Zhou, Mo-Zhen
;
Qi WG(漆文刚)
;
Jeng, Dong-Sheng
;
Gao FP(高福平)
Adobe PDF(2148Kb)
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浏览/下载:230/52
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提交时间: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
作者:
Qi WG(漆文刚)
;
Shi YM(师玉敏)
;
Gao FP(高福平)
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浏览/下载:522/151
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提交时间: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
作者:
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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浏览/下载:672/90
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提交时间:2019/05/29
Excess pore-pressure
Flume experiment
Sandy seabed
Combined waves and current
Boundary layer
Wave-current interactions
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
作者:
Qi WG(漆文刚)
;
Gao FP(高福平)
Adobe PDF(2214Kb)
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浏览/下载:262/88
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提交时间:2018/10/22
PORO-ELASTOPLASTIC MODELLING OF UPLIFT RESISTANCE OF SHALLOWLY-BURIED PIPELINES
会议论文
36th ASME International Conference on Ocean, Offshore and Arctic Engineering, Trondheim, NORWAY, JUN 25-30, 2017
作者:
Qi WG(漆文刚)
;
Shi YM
;
Gao FP(高福平)
;
Qi, WG (reprint author), Chinese Acad Sci, Key Lab Mech Fluid Solid Coupling Syst, Inst Mech, Beijing, Peoples R China.
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浏览/下载:207/53
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提交时间:2018/01/16
Sand
Wave
Pipes
Poro-elastoplastic modelling of uplift resistance of shallowlyburied pipelines
会议论文
ASME 2017 36th International Conference on Ocean, Offshore and Arctic Engineering, OMAE 2017, Trondheim, Norway, June 25, 2017 - June 30, 2017
作者:
Qi WG(漆文刚)
;
Shi YM(师玉敏)
;
Gao FP(高福平)
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浏览/下载:201/41
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提交时间:2018/11/08
Arctic engineering
Elastoplasticity
Marine risers
Pore pressure
Soils
Stress analysis
Axial compressive forces
Elasto
plastic models
Heating and cooling
Internal friction angle
Numerical results
Operational cycle
Upheaval buckling
Uplift resistance
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
作者:
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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Adobe PDF(1886Kb)
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浏览/下载:519/201
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提交时间: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
作者:
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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Adobe PDF(1791Kb)
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浏览/下载:411/139
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提交时间:2016/01/08
Failure Mechanism
Bearing Capacity
Fluid-structure Interaction
Offshore Foundation
Soil Dynamics
Equilibrium scour depth at offshore monopile foundation in combined waves and current
期刊论文
SCIENCE CHINA-TECHNOLOGICAL SCIENCES, 2014, 卷号: 57, 期号: 5, 页码: 1030-1039
作者:
Qi WG(漆文刚)
;
Gao FP(高福平)
;
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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Adobe PDF(879Kb)
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浏览/下载:983/298
  |  
提交时间:2014/06/19
Monopile
Pore-pressure
Scour Depth
Combined Waves And Current
Froude Number
Responses of sandy seabed under combined waves and current,Turbulent boundary layer and pore-water pressure
会议论文
Physical Modelling in Geotechnics - Proceedings of the 8th International Conference on Physical Modelling in Geotechnics 2014, ICPMG 2014, Perth, 2014-1
作者:
Qi WG(漆文刚)
;
Gao FP(高福平)
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Adobe PDF(311Kb)
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浏览/下载:627/187
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提交时间:2015/01/17