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On-Bottom Stability of Submarine Pipelines 图书章节
2022
Authors:  Gao FP(高福平)
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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)
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Clay  Anisotropy  Bounding surface  Traffic load  Finite difference method  
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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Spudcan Foundation  Spatial Variability  Bearing Capacity  Clay  Mobilized Shear Strength  
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.
View  |  Adobe PDF(3561Kb)  |  Favorite  |  View/Download:228/61  |  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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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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3d Finite Element Model  Analysis Approach  Effective Stress  Numerical Results  Overburden Soils  Pile Soil Interaction  Structural Behaviors  Surrounding Soils  
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.
View  |  Adobe PDF(1791Kb)  |  Favorite  |  View/Download:442/148  |  Submit date:2016/01/08
Failure Mechanism  Bearing Capacity  Fluid-structure Interaction  Offshore Foundation  Soil Dynamics  
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
Authors:  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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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
Authors:  Hu C(胡存);  Gao FP(高福平)
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Plate Anchor  Bounding-surface Plasticity Model  Pore Pressure  Coupled Analysis  
Numerical modelling of cyclic pull-out behaviors of embedded plate anchors in saturated soft clay 会议论文
Proceedings of the ASME 2014 33rd International Conference on Ocean, Offshore and Arctic Engineering, San Francisco, 2014-6-8~13
Authors:  Hu C(胡存);  Gao FP(高福平)
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