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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)
Adobe PDF(8729Kb)
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View/Download:214/48
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Submit date:2022/12/20
Sloping seabed
Wave actions
Slender structures
Peak uplift resistance
Reduction
Spatiotemporal evolution of excess pore pressures in a silty seabed under progressive waves during residual liquefaction
期刊论文
APPLIED OCEAN RESEARCH, 2022, 卷号: 129, 页码: 14
Authors:
Li CF(李畅飞)
;
Wang YF
;
Gao FP(高福平)
;
Yang LJ(杨鲤境)
Adobe PDF(5842Kb)
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View/Download:200/56
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Submit date:2023/02/03
Pore pressure
Wave loading
Flume observation
Silty seabed
Seabed liquefaction
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:260/53
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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
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
Adobe PDF(3715Kb)
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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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View/Download:554/161
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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
Numerical study of scour depth effect on wave-induced seabed response and liquefaction around a pipeline
期刊论文
MARINE GEORESOURCES & GEOTECHNOLOGY, 2019, 页码: 12
Authors:
Li H
;
Wang SQ
;
Chen XG
;
Hu C(胡存)
;
Liu JZ
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View/Download:248/94
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Submit date:2020/03/21
Pipeline
liquefaction depth
scour depth
pore pressure response
anisotropic seabed
Explosively driven hierarchical particle jetting
期刊论文
CHEMICAL ENGINEERING SCIENCE, 2019, 卷号: 202, 页码: 250-269
Authors:
Xue K
;
Liu JQ
;
Feng C(冯春)
;
Gan YX
;
Bai CH
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View/Download:586/86
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Submit date:2019/05/29
Hierarchical particle jetting
Explosive dispersal
Coupled DEM and FEM
Shear bands
Particle packing structure
Characteristics of Stress Transfer and Progressive Fracture in Overlying Strata due to Mining-Induced Disturbances
期刊论文
ADVANCES IN CIVIL ENGINEERING, 2018, 页码: Ar-8967010
Authors:
Lv XF
;
Zhou HY
;
Wang AW
;
Feng C(冯春)
;
Xiao XC
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View/Download:373/171
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Submit date:2018/12/12
Surrogate Based Optimization of Aerodynamic Noise for Streamlined Shape of High Speed Trains
期刊论文
APPLIED SCIENCES-BASEL, 2017, 卷号: 7, 期号: 2
Authors:
Sun ZX(孙振旭)
;
Zhang Y
;
Yang GW(杨国伟)
;
Sun, ZX (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:636/329
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Submit date:2017/07/24
Aerodynamic Noise
Nlas
Kriging Model
Cross Validation
Equivalent Continuous Spl