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高福平 [13]
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Creator:gaofuping分高福平
Community:流固耦合系统力学重点实验室
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On-Bottom Stability of Submarine Pipelines
图书章节
2022
Authors:
Gao FP(高福平)
Adobe PDF(202Kb)
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Submit date:2023/03/20
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:253/53
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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
Coupled Flow-Seepage-Elastoplastic Modeling for Competition Mechanism between Lateral Instability and Tunnel Erosion of a Submarine Pipeline
期刊论文
JOURNAL OF MARINE SCIENCE AND ENGINEERING, 2021, 卷号: 9, 期号: 8, 页码: 25
Authors:
Shi YM(师玉敏)
;
Gao FP(高福平)
;
Wang N(汪宁)
;
Yin, Zhenyu
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View/Download:1219/965
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Submit date:2021/11/01
submarine pipeline
pipe-soil interaction
flow-seepage-elastoplastic modeling
on-bottom stability
competition mechanism
Breaking-Wave Induced Transient Pore Pressure in a Sandy Seabed: Flume Modeling and Observations
期刊论文
JOURNAL OF MARINE SCIENCE AND ENGINEERING, 2021, 卷号: 9, 期号: 2, 页码: 20
Authors:
Li CF(李畅飞)
;
Gao FP(高福平)
;
Yang LJ(杨鲤境)
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Submit date:2021/03/30
breaking wave
pore pressure
sandy seabed
flume observation
Numerical analysis for the role of soil properties to the load transfer in clay foundation due to the traffic load of the metro tunnel
期刊论文
TRANSPORTATION GEOTECHNICS, 2020, 卷号: 23, 页码: 13
Authors:
Yang J
;
Yin ZY
;
Liu XF
;
Gao FP(高福平)
Adobe PDF(2071Kb)
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View/Download:353/156
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Submit date:2020/06/15
Clay
Anisotropy
Bounding surface
Traffic load
Finite difference method
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:543/157
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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:696/100
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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
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
Flow-pipe-soil coupling mechanisms and predictions for submarine pipeline instability
期刊论文
JOURNAL OF HYDRODYNAMICS, 2017, 卷号: 29, 期号: 5, 页码: 763-773
Authors:
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.
;
Gao, FP (reprint author), Univ Chinese Acad Sci, Sch Engn Sci, Beijing 100049, Peoples R China.
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View/Download:516/279
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Submit date:2017/11/29
Submarine Pipeline
Lateral Stability
Bearing Capacity
Vortex-induced Vibration
Local Scour
Fluid-structure-soil Coupling
Steady current induced vibration of near-bed piggyback pipelines: Configuration effects on VIV suppression
期刊论文
APPLIED OCEAN RESEARCH, 2014, 卷号: 46, 页码: 62-69
Authors:
Zang ZP(臧志鹏)
;
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(2548Kb)
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View/Download:889/214
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Submit date:2014/07/03
Piggyback Pipelines
Vortex Induced Vibration
Steady Currents
Viv Suppression