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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)
Adobe PDF(2148Kb)  |  Favorite  |  View/Download：256/53  |  Submit date：2021/11/01
Nonlinear complementarity problem  Karush-Kuhn-Tucker (KKT) condition  Penalty method  Non-Darcy flow model  Seabed liquefaction  Wave-seabed interactions  
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)  |  Favorite  |  View/Download：193/38  |  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)  |  Favorite  |  View/Download：358/157  |  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：371/202  |  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)
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Wave-seabed-pipeline interaction  Poro-elastoplastic model  Buried pipe  Transient pore-pressure response  Vertical soil resistance  
Combined wave-current induced excess pore-pressure in a sandy seabed: Flume observations and comparisons with theoretical models 期刊论文
COASTAL ENGINEERING, 2019, 卷号: 147, 页码: 89-98
Authors:  Qi WG(漆文刚);  Li CF(李畅飞);  Jeng DS;  Gao FP(高福平);  Liang ZD
Adobe PDF(1354Kb)  |  Favorite  |  View/Download：706/103  |  Submit date：2019/05/29
Excess pore-pressure  Flume experiment  Sandy seabed  Combined waves and current  Boundary layer  Wave-current interactions  
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)
Adobe PDF(1404Kb)  |  Favorite  |  View/Download：114/37  |  Submit date：2020/11/20
Combined waves and current  Horseshoe vortex  PIV technique  Swirling strength  
Physical modelling of local scour at twin piles under combined waves and current 期刊论文
COASTAL ENGINEERING, 2019, 卷号: 143, 页码: 63-75
Authors:  Qi WG(漆文刚);  Li YX;  Xu K;  Gao FP(高福平)
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Local scour  Twin piles  Pile-group  Skew angle  Horseshoe vortex  PIV technique  Combined waves and current  Time scale  Equivalent pile diameter  
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)
Adobe PDF(1889Kb)  |  Favorite  |  View/Download：221/37  |  Submit date：2019/04/19
Submarine pipeline  Pipeline-soil interaction system  Lateral instability  Tunnel erosion  Competition mechanism  
Lateral instability and tunnel erosion of a submarine pipeline: competition mechanism 期刊论文
BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2018, 卷号: 77, 期号: 3, 页码: 1069-1080
Authors:  Shi YM(师玉敏);  Gao FP(高福平)
Adobe PDF(1889Kb)  |  Favorite  |  View/Download：375/115  |  Submit date：2018/10/19
Submarine Pipeline  Pipeline-soil Interaction System  Lateral Instability  Tunnel Erosion  Competition Mechanism