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Key Labor... [13]
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高福平 [13]
漆文刚 [8]
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Creator:高福平
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Document Type:会议论文
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Characteristics of the horseshoe vortex at a cylindrical pile under a current and combined waves and current
会议论文
29th International Ocean and Polar Engineering Conference, ISOPE 2019, Honolulu, HI, United states, June 16, 2019 - June 21, 2019
Authors:
Qi WG(漆文刚)
;
Xu K(徐凯)
;
Liu J(刘俊)
;
Gao FP(高福平)
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Submit date:2020/11/20
Combined waves and current
Horseshoe vortex
PIV technique
Swirling strength
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
Authors:
Shi YM(师玉敏)
;
Gao FP(高福平)
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Submit date:2019/04/19
Submarine pipeline
Pipeline-soil interaction system
Lateral instability
Tunnel erosion
Competition mechanism
PORO-ELASTOPLASTIC MODELLING OF UPLIFT RESISTANCE OF SHALLOWLY-BURIED PIPELINES
会议论文
36th ASME International Conference on Ocean, Offshore and Arctic Engineering, Trondheim, NORWAY, JUN 25-30, 2017
Authors:
Qi WG(漆文刚)
;
Shi YM
;
Gao FP(高福平)
;
Qi, WG (reprint author), Chinese Acad Sci, Key Lab Mech Fluid Solid Coupling Syst, Inst Mech, Beijing, Peoples R China.
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Submit date:2018/01/16
Sand
Wave
Pipes
Poro-elastoplastic modelling of uplift resistance of shallowlyburied pipelines
会议论文
ASME 2017 36th International Conference on Ocean, Offshore and Arctic Engineering, OMAE 2017, Trondheim, Norway, June 25, 2017 - June 30, 2017
Authors:
Qi WG(漆文刚)
;
Shi YM(师玉敏)
;
Gao FP(高福平)
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Submit date:2018/11/08
Arctic engineering
Elastoplasticity
Marine risers
Pore pressure
Soils
Stress analysis
Axial compressive forces
Elasto
plastic models
Heating and cooling
Internal friction angle
Numerical results
Operational cycle
Upheaval buckling
Uplift resistance
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
Physical modelling of pile-group effect on the local scour in submarine environments
会议论文
2nd International Symposium on Submerged Floating Tunnels and Underwater Tunnel Structures (SUFTUS), Chongqing, PEOPLES R CHINA, DEC, 2016
Authors:
Li YX
;
Qi WG(漆文刚)
;
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:2017/05/12
Pile-group Effect
Local Scour
Physical Modelling
Current Plus Waves
Vertical Piles
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
Authors:
Wang YF(王意发)
;
Gao FP(高福平)
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Submit date:2015/01/17
Bearing Capacity of the High-Rise Pile Cap Foundation for Offshore Wind Turbines
会议论文
2014 International Conference on Sustainable Development of Critical Infrastructure, IC-SDCI 2014, Shanghai, 2014-5
Authors:
Qi WG(漆文刚)
;
He GL(贺广零)
;
Gao FP(高福平)
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Submit date:2015/01/17
Responses of sandy seabed under combined waves and current,Turbulent boundary layer and pore-water pressure
会议论文
Physical Modelling in Geotechnics - Proceedings of the 8th International Conference on Physical Modelling in Geotechnics 2014, ICPMG 2014, Perth, 2014-1
Authors:
Qi WG(漆文刚)
;
Gao FP(高福平)
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Submit date:2015/01/17
A pipe-soil interaction model for anti-rolling pipeline on-bottom stability on a sloping sandy seabed
会议论文
23rd International Offshore and Polar Engineering Conference, ISOPE-2013, Anchorage, Alaska, USA, JUN 30-JUL 05, 2013
Authors:
Han XT(韩希霆)
;
Gao FP(高福平)
;
Gao FP(高福平)
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Submit date:2014/03/04
Sloping Seabed
Pipe-soil Interaction
Lateral Stability
Theoretical Solution