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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 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:12/0  |  Submit date:2024/06/11 Non -cohesive seabed Progressive waves Transient pore -pressure Phase -lag Instantaneous liquefaction |
| Peak uplift resistance of offshore slender structures shallowly buried in the sloping seabed considering wave actions 期刊论文 APPLIED OCEAN RESEARCH, 2022, 卷号: 129, 页码: 14 Authors: Yang, Hongkuan; Guo, Zhen; Wang, Lizhong; Qi WG(漆文刚)![](/image/person.jpg)
Adobe PDF(8729Kb)  |   Favorite  |  View/Download:225/53  |  Submit date:2022/12/20 Sloping seabed Wave actions Slender structures Peak uplift resistance Reduction |
| Spatiotemporal evolution of excess pore pressures in a silty seabed under progressive waves during residual liquefaction 期刊论文 APPLIED OCEAN RESEARCH, 2022, 卷号: 129, 页码: 14 Authors: Li CF(李畅飞); Wang YF ; Gao FP(高福平) ; Yang LJ(杨鲤境)
Adobe PDF(5842Kb)  |   Favorite  |  View/Download:204/58  |  Submit date:2023/02/03 Pore pressure Wave loading Flume observation Silty seabed Seabed liquefaction |
| Numerical simulation on flow characteristics of large-scale submarine mudflow 期刊论文 APPLIED OCEAN RESEARCH, 2021, 卷号: 108, 页码: 10 Authors: Zhang Y(张岩); Lu XB(鲁晓兵) ; Zhang XH(张旭辉) ; Li P(李鹏)![](/image/person.jpg)
Adobe PDF(5869Kb)  |   Favorite  |  View/Download:319/112  |  Submit date:2021/04/19 Submarine mudflow Mass movement Multiphase flow Numerical simulation |
| 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:562/165  |  Submit date:2020/04/07 Wave-seabed-pipeline interaction Poro-elastoplastic model Buried pipe Transient pore-pressure response Vertical soil resistance |