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漆文刚 [20]
高福平 [15]
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Peak uplift resistance of offshore slender structures shallowly buried in the sloping seabed considering wave actions
期刊论文
APPLIED OCEAN RESEARCH, 2022, 卷号: 129, 页码: 14
Authors:
Yang, Hongkuan
;
Guo, Zhen
;
Wang, Lizhong
;
Qi WG(漆文刚)
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Submit date:2022/12/20
Sloping seabed
Wave actions
Slender structures
Peak uplift resistance
Reduction
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)
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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
Modelling the wave-induced instantaneous liquefaction in a non-cohesive seabed as a nonlinear complementarity problem
期刊论文
COMPUTERS AND GEOTECHNICS, 2021, 卷号: 137, 页码: 18
Authors:
Zhou, Mozhen
;
Liu, Hui
;
Jeng, Dong-Sheng
;
Qi WG(漆文刚)
;
Fang, Qian
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Submit date:2021/11/01
Nonlinear complementarity problem
Karush-Kuhn-Tucker (KKT) condition
Lagrange multiplier method
Soil liquefaction
Wave-seabed interactions
A new model for wave-induced instantaneous liquefaction in a non-cohesive seabed with dynamic permeability
期刊论文
OCEAN ENGINEERING, 2020, 卷号: 213, 页码: 15
Authors:
Zhou MZ
;
Jeng DS
;
Qi WG(漆文刚)
Adobe PDF(4470Kb)
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Submit date:2020/10/23
Dynamic permeability
Excess pore pressure
Soil liquefaction
Wave-seabed interaction
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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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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View/Download:666/87
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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 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:371/116
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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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Submit date:2018/10/22
Electro-osmotic consolidation of soil with variable compressibility, hydraulic conductivity and electro-osmosis conductivity
期刊论文
COMPUTERS AND GEOTECHNICS, 2017, 卷号: 85, 页码: 126-138
Authors:
Wu, Hui
;
Qi WG(漆文刚)
;
Hu, Liming
;
Wen, Qingbo
;
Hu, LM (reprint author), Tsinghua Univ, Dept Hydraul Engn, State Key Lab Hydrosci & Engn, Beijing 100084, Peoples R China.
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Submit date:2017/10/27
Electro-osmotic Consolidation
Variable Soil Properties
Analytical Solution
Numerical Simulation
Excess Pore Water Pressure
Degree Of Consolidation
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
Authors:
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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Submit date:2018/01/16
Sand
Wave
Pipes