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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
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
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)
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View/Download:237/68
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Submit date:2020/10/23
Dynamic permeability
Excess pore pressure
Soil liquefaction
Wave-seabed interaction
A LSTM surrogate modelling approach for caisson foundations
期刊论文
OCEAN ENGINEERING, 2020, 卷号: 204, 页码: 13
Authors:
Zhang P
;
Yin ZY
;
Zheng YY
;
Gao FP(高福平)
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Submit date:2020/06/15
Caisson foundation
Failure envelope
Smoothed particle hydrodynamics
Long short-term memory
Experimental study of pullout capacity of plate anchors shallowly embedded in hydrate bearing sediments
期刊论文
OCEAN ENGINEERING, 2019, 卷号: 173, 页码: 548-555
Authors:
Liu F
;
Sun HY
;
Jung JW
;
Zhang XH(张旭辉)
;
Ju X
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Submit date:2019/04/11
Pullout capacity
Plate anchor
Gas hydrate
Physical model test
Floating offshore platform
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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Submit date:2017/11/29
Spudcan Foundation
Spatial Variability
Bearing Capacity
Clay
Mobilized Shear Strength
Centrifuge experimental study on instability of seabed stratum caused by gas hydrate dissociation
期刊论文
OCEAN ENGINEERING, 2015, 卷号: 105, 页码: 1-9
Authors:
Zhang, X. H.
;
Lu, X. B.
;
Shi, Y. H.
;
Xia, Z.
;
Liu, W. T.
;
Zhang, XH (reprint author), Chinese Acad Sci, Inst Mech, Beijing 100190, Peoples R China.
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Submit date:2015/10/21
Gas Hydrate
Stratum Instability
Centrifuge Test
Dissociation Zone
Pore Fluid Pressure
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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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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Submit date:2013/11/06
Collapse Loads
Slip-line Field Theory
Plane-strain Fem
Collapse Loads
Steel Catenary Riser
Submarine Pipeline
Regular and irregular wave impacts on floating body
期刊论文
OCEAN ENGINEERING, 2012, 卷号: 42, 页码: 93-101
Authors:
Li, Yong
;
Lin, Mian
;
Lin, MA
;
Chinese Acad Sci, Inst Mech, 15 West Rd,N 4th Ring Rd, Beijing 100190, Peoples R China.
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View/Download:1416/531
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Submit date:2013/01/18
Floating Body
Irregular Wave
Wave Impact
Numerical Wave Tank
Finite Volume Method
Physical modeling of untrenched submarine pipeline instability
期刊论文
OCEAN ENGINEERING, 2003, 卷号: 30, 期号: 10, 页码: l283-1304
Authors:
Gao FP(高福平)
;
Gu XY(顾小芸)
;
Jeng DS
;
Jeng, DS (reprint author), Griffith Univ, Sch Engn, Gold Coast Campus, Gold Coast, Qld 9726, Australia.
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View/Download:905/329
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Submit date:2007/06/15