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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
作者:  Yang J;  Yin ZY;  Liu XF;  Gao FP(高福平)
Adobe PDF(2071Kb)  |  收藏  |  浏览/下载:334/152  |  提交时间: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
作者:  Qi WG(漆文刚);  Shi YM(师玉敏);  Gao FP(高福平)
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Wave-seabed-pipeline interaction  Poro-elastoplastic model  Buried pipe  Transient pore-pressure response  Vertical soil resistance  
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
作者:  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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Submarine Pipeline  Lateral Stability  Bearing Capacity  Vortex-induced Vibration  Local Scour  Fluid-structure-soil Coupling  
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
作者:  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 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
作者:  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
作者:  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  
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
作者:  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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Centrifuge Modelling  Deformation  Erosion  Piles & Piling  Soil/structure Interaction  Stiffness  
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
作者:  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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Failure Mechanism  Bearing Capacity  Fluid-structure Interaction  Offshore Foundation  Soil Dynamics  
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
作者:  Hu C(胡存);  Gao FP(高福平)
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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
作者:  Han XT(韩希霆);  Gao FP(高福平);  Gao FP(高福平)
浏览  |  Adobe PDF(287Kb)  |  收藏  |  浏览/下载:588/223  |  提交时间:2014/03/04
Sloping Seabed  Pipe-soil Interaction  Lateral Stability  Theoretical Solution