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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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高福平 [21]
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漆文刚 [8]
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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)
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Submit date:2023/02/03
Pore pressure
Wave loading
Flume observation
Silty seabed
Seabed liquefaction
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
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
Authors:
Shi YM(师玉敏)
;
Wang N(汪宁)
;
Gao FP(高福平)
;
Qi WG(漆文刚)
;
Wang JQ
Adobe PDF(3657Kb)
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Submit date:2019/05/29
Sloping seabed
Pipeline walking
Pipeline-seabed interaction
Physical modeling
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
波流-桩体-海床动力耦合作用及其对单桩水平承载特性的影响
会议论文
中国力学大会-2017暨庆祝中国力学学会成立60周年大会(A), 中国北京, 2017-08-13
Authors:
漆文刚
;
胡存
;
高福平
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Submit date:2018/12/12
刚性单桩
多物理场
承载力
循环载荷
冲刷对海上风力机单桩基础水平承载特性的影响
期刊论文
中国科学:物理学 力学 天文学, 2016, 卷号: 46, 期号: 12, 页码: 83-92
Authors:
漆文刚
;
高福平
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Submit date:2017/12/26
单桩基础
冲刷
P-y曲线
砂土
Numerical study of local scour effects on the lateral pile-soil interaction
会议论文
8th International Conference on Scour and Erosion, ICSE 2016, Oxford, United kingdom, September 12, 2016 - September 15, 2016
Authors:
Qi WG(漆文刚)
;
Gao FP(高福平)
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Submit date:2017/05/05
3d Finite Element Model
Analysis Approach
Effective Stress
Numerical Results
Overburden Soils
Pile Soil Interaction
Structural Behaviors
Surrounding Soils
Scour effects on p-y curves for shallowly embedded piles in sand
期刊论文
GEOTECHNIQUE, 2016, 卷号: 66, 期号: 8, 页码: 648-660
Authors:
Qi WG(漆文刚)
;
Gao FP(高福平)
;
Randolph MF
;
Lehane BM
;
Qi, WG (reprint author), Univ Western Australia, Ctr Offshore Fdn Syst, Crawley, Australia.
;
Qi, WG (reprint author), Chinese Acad Sci, Inst Mech, Key Lab Mech Fluid Solid Coupling Syst, Beijing, Peoples R China.
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Submit date:2016/10/20
Centrifuge Modelling
Deformation
Erosion
Piles & Piling
Soil/structure Interaction
Stiffness
冲刷对海上风机单桩基础水平承载特性的影响
期刊论文
中国科学. 物理学, 力学, 天文学, 2016, 卷号: 46, 期号: 12, 页码: 1-10
Authors:
漆文刚
;
高福平
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Submit date:2016/10/28
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