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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 SY(王顺意) ; Qi WG(漆文刚) ; Gao FP(高福平) ; Li B(李彪); He, Ben
![](/themes/default/image/downing1.png) Favorite  |  View/Download:10/0  |  Submit date:2024/06/14 Local scour Pile Phenomenological theory of turbulence Time -dependent model Sediment transport Clear -water scour |
| 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 CF(李畅飞); Yu JH(于嘉豪); Gao FP(高福平)![](/image/person.jpg)
![](/themes/default/image/downing1.png) Favorite  |  View/Download:16/0  |  Submit date:2024/06/11 Non -cohesive seabed Progressive waves Transient pore -pressure Phase -lag Instantaneous liquefaction |
| 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)![](/image/person.jpg)
Adobe PDF(10939Kb)  |   Favorite  |  View/Download:136/7  |  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)![](/image/person.jpg)
Adobe PDF(5947Kb)  |   Favorite  |  View/Download:239/44  |  Submit date:2022/07/18 Flume observations Analytical solution Wave-induced pore pressure Amplitude attenuation Phase lag |
| Quantifying the spatiotemporal evolution of the turbulent horseshoe vortex in front of a vertical cylinder 期刊论文 PHYSICS OF FLUIDS, 2022, 卷号: 34, 期号: 1, 页码: 19 Authors: Qi WG(漆文刚) ; Liu,Jun; Gao FP(高福平) ; Li B(李彪); Chen,QiGang
Adobe PDF(9917Kb)  |   Favorite  |  View/Download:247/53  |  Submit date:2022/03/05 |
| 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)![](/image/person.jpg)
Adobe PDF(2148Kb)  |   Favorite  |  View/Download:274/55  |  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)![](/image/person.jpg)
View  |   Adobe PDF(5720Kb)  |   Favorite  |  View/Download:565/167  |  Submit date:2020/04/07 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
View  |   Adobe PDF(1354Kb)  |   Favorite  |  View/Download:726/108  |  Submit date:2019/05/29 Excess pore-pressure Flume experiment Sandy seabed Combined waves and current Boundary layer Wave-current interactions |