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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 [34]
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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
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
Adobe PDF(9160Kb)
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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
Intelligent modelling of clay compressibility using hybrid meta-heuristic and machine learning algorithms
期刊论文
GEOSCIENCE FRONTIERS, 2021, 卷号: 12, 期号: 1, 页码: 441-452
Authors:
Zhang, Pin
;
Yin, Zhen-Yu
;
Jin, Yin-Fu
;
Chan, Tommy H. T.
;
Gao FP(高福平)
Adobe PDF(2604Kb)
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Submit date:2021/03/03
Compressibility
Clays
Machine learning
Optimization
Random forest
Genetic algorithm
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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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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Submit date:2020/04/07
Wave-seabed-pipeline interaction
Poro-elastoplastic model
Buried pipe
Transient pore-pressure response
Vertical soil resistance
波浪诱导粉砂质海床中的瞬态孔压响应:相位滞后与幅值衰减
会议论文
中国力学大会, 中国浙江杭州, 2019年8月25-28日
Authors:
李畅飞
;
高福平
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Adobe PDF(641Kb)
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Submit date:2019/11/21
瞬态超静孔压
相位滞后
幅值衰减
理论分析
水槽试验
Failure mode and dynamic response of a double-sided slope with high water content of soil
期刊论文
JOURNAL OF MOUNTAIN SCIENCE, 2018, 卷号: 15, 期号: 4, 页码: 859-870
Authors:
Yang B(杨兵)
;
Gao FP(高福平)
;
Jeng DS
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Submit date:2018/10/30
Slope displacement
Slope failure mode
Soil water content
Shaking table test
Landslides
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:533/286
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Submit date:2017/11/29
Submarine Pipeline
Lateral Stability
Bearing Capacity
Vortex-induced Vibration
Local Scour
Fluid-structure-soil Coupling