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中国科学院力学研究所机构知识库
Knowledge Management System of Institue of Mechanics, CAS
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Indexed By:SCI
Creator:高福平
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Document Type:期刊论文
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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:1248/971
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Submit date:2021/11/01
submarine pipeline
pipe-soil interaction
flow-seepage-elastoplastic modeling
on-bottom stability
competition mechanism
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:731/109
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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
Lateral instability and tunnel erosion of a submarine pipeline: competition mechanism
期刊论文
BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2018, 卷号: 77, 期号: 3, 页码: 1069-1080
Authors:
Shi YM(师玉敏)
;
Gao FP(高福平)
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View/Download:390/120
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Submit date:2018/10/19
Submarine Pipeline
Pipeline-soil Interaction System
Lateral Instability
Tunnel Erosion
Competition Mechanism
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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Submit date:2017/11/29
Submarine Pipeline
Lateral Stability
Bearing Capacity
Vortex-induced Vibration
Local Scour
Fluid-structure-soil Coupling
Pipe-soil interaction model for current-induced pipeline instability on a sloping sandy seabed
期刊论文
CANADIAN GEOTECHNICAL JOURNAL, 2016, 卷号: 53, 期号: 11, 页码: 1822-1830
Authors:
Gao FP(高福平)
;
Wang N
;
Li JH
;
Han XT
;
Gao, FP (reprint author), Chinese Acad Sci, Inst Mech, 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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Submit date:2017/02/24
Submarine Pipeline
On-bottom Stability
Sandy Seabed
Analytical Study
Pipe-soil Interaction
Sloping Seabed
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
Authors:
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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Submit date:2016/01/08
Failure Mechanism
Bearing Capacity
Fluid-structure Interaction
Offshore Foundation
Soil Dynamics
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
Submarine pipeline lateral instability on a sloping sandy seabed
期刊论文
OCEAN ENGINEERING, 2012, 卷号: 50, 页码: 44-52
Authors:
Gao FP(高福平)
;
Han XT(韩希霆)
;
Cao J
;
Sha Y
;
Cui JS(崔金声)
;
Gao, FP
;
Chinese Acad Sci, Inst Mech, Beijing 100190, Peoples R China.
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Submit date:2013/01/18
Sloping Seabed
Deepwater Pipeline
On-bottom Stability
Ocean Currents
Partially-embedded Pipeline
Scour
Flow
Stability
Currents
A numerical model for ultimate soil resistance to an untrenched pipeline under ocean currents
期刊论文
CHINA OCEAN ENGINEERING, 2012, 卷号: 26, 期号: 2, 页码: 185-194
Authors:
Gao FP(高福平)
;
Han XT(韩希霆)
;
Yan SM(闫术明)
;
Gao, FP
;
Chinese Acad Sci, Inst Mech, Beijing 100190, Peoples R China.
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Submit date:2013/01/18
Submarine Pipeline
On-bottom Stability
Ultimate Soil Resistance
Ocean Current
Sandy Seabed
Instability
Stability