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Time development of clear-water scour around a pile foundation: Phenomenological theory of turbulence-based approach 期刊论文
COASTAL ENGINEERING, 2024, 卷号: 190, 页码: 19
Authors:  Wang, Shun-Yi;  Qi, Wen -Gang;  Gao, Fu -Ping;  Li, Biao;  He, Ben
Favorite  |  View/Download：1/0  |  Submit date：2024/06/14
Local scour  Pile  Phenomenological theory of turbulence  Time -dependent model  Sediment transport  Clear -water scour  
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：262/53  |  Submit date：2021/11/01
Nonlinear complementarity problem  Karush-Kuhn-Tucker (KKT) condition  Penalty method  Non-Darcy flow model  Seabed liquefaction  Wave-seabed interactions  
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：555/161  |  Submit date：2020/04/07
Wave-seabed-pipeline interaction  Poro-elastoplastic model  Buried pipe  Transient pore-pressure response  Vertical soil resistance