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Phase-lag effect on the instantaneously-liquefied seabed depth under progressive waves: Explicit approximations 期刊论文
APPLIED OCEAN RESEARCH, 2024, 卷号: 147, 页码: 12
Authors:  Li, Chang-Fei;  Yu, Jia-Hao;  Gao, Fu-Ping
Favorite  |  View/Download：10/0  |  Submit date：2024/06/11
Non -cohesive seabed  Progressive waves  Transient pore -pressure  Phase -lag  Instantaneous liquefaction  
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：14/0  |  Submit date：2024/05/14
Micromechanics  Granular soils  Pipeline -soil interaction  Discrete element method  Finite element method  Progressive failure  
Strouhal number for boundary shear flow past a circular cylinder in the subcritical flow regime 期刊论文
OCEAN ENGINEERING, 2023, 卷号: 269, 页码: 13
Authors:  Liu Y(刘艳);  Liu J(刘俊);  Gao FP(高福平)
Adobe PDF(10939Kb)  |  Favorite  |  View/Download：131/7  |  Submit date：2023/03/08
Vortex shedding  Bed-proximity effects  Shear flow  Particle image velocimetry (PIV)  Circular cylinder  
Characterization of spatio-temporal distributions of wave-induced pore pressure in a non-cohesive seabed: Amplitude-attenuation and phase-lag 期刊论文
OCEAN ENGINEERING, 2022, 卷号: 253, 页码: 14
Authors:  Li CF(李畅飞);  Gao FP(高福平)
Adobe PDF(5947Kb)  |  Favorite  |  View/Download：233/40  |  Submit date：2022/07/18
Flume observations  Analytical solution  Wave-induced pore pressure  Amplitude attenuation  Phase lag  
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：418/226  |  Submit date：2022/05/17
deep-sea pipeline  clayey seabed  oblique load  bearing capacity  failure envelope  critical pipe weight