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| 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:206/59  |  Submit date:2023/02/03 Pore pressure Wave loading Flume observation Silty seabed Seabed liquefaction |
| On-Bottom Stability of Submarine Pipelines 图书章节 2022 Authors: Gao FP(高福平)![](/image/person.jpg)
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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)![](/image/person.jpg)
Adobe PDF(2148Kb)  |   Favorite  |  View/Download:268/54  |  Submit date:2021/11/01 Nonlinear complementarity problem Karush-Kuhn-Tucker (KKT) condition Penalty method Non-Darcy flow model Seabed liquefaction Wave-seabed interactions |
| Coupled Flow-Seepage-Elastoplastic Modeling for Competition Mechanism between Lateral Instability and Tunnel Erosion of a Submarine Pipeline 期刊论文 JOURNAL OF MARINE SCIENCE AND ENGINEERING, 2021, 卷号: 9, 期号: 8, 页码: 25 Authors: Shi YM(师玉敏) ; Gao FP(高福平) ; Wang N(汪宁) ; Yin, Zhenyu
Adobe PDF(9160Kb)  |   Favorite  |  View/Download:1241/971  |  Submit date:2021/11/01 submarine pipeline pipe-soil interaction flow-seepage-elastoplastic modeling on-bottom stability competition mechanism |
| Breaking-Wave Induced Transient Pore Pressure in a Sandy Seabed: Flume Modeling and Observations 期刊论文 JOURNAL OF MARINE SCIENCE AND ENGINEERING, 2021, 卷号: 9, 期号: 2, 页码: 20 Authors: Li CF(李畅飞); Gao FP(高福平) ; Yang LJ(杨鲤境)
Adobe PDF(4434Kb)  |   Favorite  |  View/Download:397/211  |  Submit date:2021/03/30 breaking wave pore pressure sandy seabed flume observation |
| 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)![](/image/person.jpg)
Adobe PDF(2071Kb)  |   Favorite  |  View/Download:366/159  |  Submit date:2020/06/15 Clay Anisotropy Bounding surface Traffic load Finite difference method |
| 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:563/166  |  Submit date:2020/04/07 Wave-seabed-pipeline interaction Poro-elastoplastic model Buried pipe Transient pore-pressure response Vertical soil resistance |
| 波浪诱导粉砂质海床中的瞬态孔压响应:相位滞后与幅值衰减 会议论文 中国力学大会, 中国浙江杭州, 2019年8月25-28日 Authors: 李畅飞; 高福平![](/image/person.jpg)
View  |   Adobe PDF(641Kb)  |   Favorite  |  View/Download:842/72  |  Submit date:2019/11/21 瞬态超静孔压 相位滞后 幅值衰减 理论分析 水槽试验 |
| 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:724/108  |  Submit date:2019/05/29 Excess pore-pressure Flume experiment Sandy seabed Combined waves and current Boundary layer Wave-current interactions |
| Wave induced instantaneously-liquefied soil depth in a non-cohesive seabed 期刊论文 Ocean Engineering, 2018, 卷号: 153, 页码: 412-423 Authors: Qi WG(漆文刚) ; Gao FP(高福平)![](/image/person.jpg)
View  |   Adobe PDF(2214Kb)  |   Favorite  |  View/Download:295/96  |  Submit date:2018/10/22 |