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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
作者:
Zhou, Mo-Zhen
;
Qi WG(漆文刚)
;
Jeng, Dong-Sheng
;
Gao FP(高福平)
Adobe PDF(2148Kb)
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浏览/下载:229/52
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提交时间: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
作者:
Shi YM(师玉敏)
;
Gao FP(高福平)
;
Wang N(汪宁)
;
Yin, Zhenyu
Adobe PDF(9160Kb)
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浏览/下载:1191/959
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提交时间: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
作者:
Qi WG(漆文刚)
;
Shi YM(师玉敏)
;
Gao FP(高福平)
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Adobe PDF(5720Kb)
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浏览/下载:522/151
  |  
提交时间: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
作者:
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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浏览/下载:669/88
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提交时间:2019/05/29
Excess pore-pressure
Flume experiment
Sandy seabed
Combined waves and current
Boundary layer
Wave-current interactions
Physical modeling of the axial pipe-soil interaction for pipeline walking on a sloping sandy seabed
期刊论文
OCEAN ENGINEERING, 2019, 卷号: 178, 页码: 20-30
作者:
Shi YM(师玉敏)
;
Wang N(汪宁)
;
Gao FP(高福平)
;
Qi WG(漆文刚)
;
Wang JQ
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Adobe PDF(3657Kb)
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浏览/下载:507/105
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提交时间:2019/05/29
Sloping seabed
Pipeline walking
Pipeline-seabed interaction
Physical modeling
Lateral instability and tunnel erosion of a submarine pipeline: competition mechanism
会议论文
1st International Symposium on Marine Engineering Geology (ISMEG), Ocean Univ China, Shandong Prov Key Lab Marine Environm & Geol Engn, Qingdao, PEOPLES R CHINA, OCT 21-24, 2016
作者:
Shi YM(师玉敏)
;
Gao FP(高福平)
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Adobe PDF(1889Kb)
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浏览/下载:197/37
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提交时间:2019/04/19
Submarine pipeline
Pipeline-soil interaction system
Lateral instability
Tunnel erosion
Competition mechanism
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
作者:
Shi YM(师玉敏)
;
Gao FP(高福平)
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Adobe PDF(1889Kb)
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浏览/下载:347/107
  |  
提交时间:2018/10/19
Submarine Pipeline
Pipeline-soil Interaction System
Lateral Instability
Tunnel Erosion
Competition Mechanism
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
作者:
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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Adobe PDF(1343Kb)
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浏览/下载:420/96
  |  
提交时间:2015/09/22
Collapse Loads
Bearing Capacity
Slip-line Field Theory
Analytical Solution
Submarine Pipeline
Elasto-plasticity and pore-pressure coupled analysis on the pullout behaviors of a plate anchor
期刊论文
Theoretical and Applied Mechanics Letters, 2015, 卷号: 5, 页码: 89-92
作者:
Hu C(胡存)
;
Gao FP(高福平)
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Adobe PDF(735Kb)
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浏览/下载:253/75
  |  
提交时间:2016/02/01
Plate Anchor
Bounding-surface Plasticity Model
Pore Pressure
Coupled Analysis
A Numerical Model for Pore Pressure Buildup in a Porous Seabed under the Action of Combined Waves and Current
会议论文
Proceedings of the Eleventh (2014) Pacific/Asia Offshore Mechanics Symposium, Shanghai, 2014-10-12~16
作者:
Wang YF(王意发)
;
Gao FP(高福平)
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Adobe PDF(1050Kb)
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浏览/下载:583/172
  |  
提交时间:2015/01/17