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Micromechanical analysis of pipeline-soil interaction in unsaturated granular soil undergoing lateral ground movement 期刊论文
COMPUTERS AND GEOTECHNICS, 2024, 卷号: 169, 页码: 18
Authors:  Peng, Yu;  Yin, ZhenYu;  Gao FP(高福平)
Favorite  |  View/Download:28/0  |  Submit date:2024/05/14
Micromechanics  Granular soils  Pipeline -soil interaction  Discrete element method  Finite element method  Progressive failure  
Stochastic analysis on the lateral buckling of a HPHT pipeline considering the spatial variability of seabed 期刊论文
OCEAN ENGINEERING, 2023, 卷号: 268, 页码: 113392
Authors:  Shi YM(师玉敏);  Wang N(汪宁);  Gao FP(高福平)
Adobe PDF(11019Kb)  |  Favorite  |  View/Download:102/6  |  Submit date:2023/06/15
Submarine pipeline  Lateral buckling  Spatial variability  Random field  Monte Carlo simulation  
Lateral Bearing Capacity of a Hybrid Monopile: Combined Effects of Wing Configuration and Local Scour 期刊论文
JOURNAL OF MARINE SCIENCE AND ENGINEERING, 2022, 卷号: 10, 期号: 12, 页码: 21
Authors:  Li B(李彪);  Wang YF;  Qi WG(漆文刚);  Wang SY(王顺意);  Gao FP(高福平)
Adobe PDF(3794Kb)  |  Favorite  |  View/Download:197/34  |  Submit date:2023/02/03
winged monopile  lateral capacity  local scour  sandy seabed  modified Mohr-Coulomb model  
A Slip-Line Field Solution for the Ultimate Bearing Capacity of a Pipeline Under Oblique Loading on a Clayey Seabed 期刊论文
INTERNATIONAL JOURNAL OF OFFSHORE AND POLAR ENGINEERING, 2022, 卷号: 32, 期号: 4, 页码: 473-479
Authors:  Wang N(汪宁);  Qi WG(漆文刚);  Shi YM(师玉敏);  Gao FP(高福平)
Adobe PDF(117Kb)  |  Favorite  |  View/Download:250/62  |  Submit date:2023/02/03
Bearing capacity  deep-sea pipeline  oblique loading  slip-line field theory  failure envelope  pipe-soil interaction  clayey seabed  
Predicting the Instability Trajectory of an Obliquely Loaded Pipeline on a Clayey Seabed 期刊论文
JOURNAL OF MARINE SCIENCE AND ENGINEERING, 2022, 卷号: 10, 期号: 2, 页码: 21
Authors:  Wang N(汪宁);  Qi WG(漆文刚);  Gao FP(高福平)
Adobe PDF(4148Kb)  |  Favorite  |  View/Download:450/231  |  Submit date:2022/05/17
deep-sea pipeline  clayey seabed  oblique load  bearing capacity  failure envelope  critical pipe weight  
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)  |  Favorite  |  View/Download:1251/971  |  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)
Adobe PDF(4434Kb)  |  Favorite  |  View/Download:408/212  |  Submit date:2021/03/30
breaking wave  pore pressure  sandy seabed  flume observation  
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)  |  Favorite  |  View/Download:375/160  |  Submit date:2020/06/15
Clay  Anisotropy  Bounding surface  Traffic load  Finite difference method  
A LSTM surrogate modelling approach for caisson foundations 期刊论文
OCEAN ENGINEERING, 2020, 卷号: 204, 页码: 13
Authors:  Zhang P;  Yin ZY;  Zheng YY;  Gao FP(高福平)
Adobe PDF(3376Kb)  |  Favorite  |  View/Download:397/213  |  Submit date:2020/06/15
Caisson foundation  Failure envelope  Smoothed particle hydrodynamics  Long short-term memory  
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)
View  |  Adobe PDF(5720Kb)  |  Favorite  |  View/Download:574/172  |  Submit date:2020/04/07
Wave-seabed-pipeline interaction  Poro-elastoplastic model  Buried pipe  Transient pore-pressure response  Vertical soil resistance