已选(0)清除
条数/页: 排序方式: |
| Combined nonlinear wave and current induced instantaneously-liquefied soil depth in a non-cohesive seabed 期刊论文 COASTAL ENGINEERING, 2023, 卷号: 179, 页码: 12 作者: Yang LJ(杨鲤境); Gao FP(高福平); Li CF(李畅飞) Adobe PDF(1957Kb)  |  收藏  |  浏览/下载:124/2  |  提交时间:2022/12/20 Combined wave -current loading Pore pressure Non -cohesive seabed Instantaneous liquefaction Phase lag Analytical solution |
| 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 作者: Li CF(李畅飞); Wang YF; Gao FP(高福平); Yang LJ(杨鲤境) Adobe PDF(5842Kb)  |  收藏  |  浏览/下载:165/42  |  提交时间:2023/02/03 Pore pressure Wave loading Flume observation Silty seabed Seabed liquefaction |
| On-Bottom Stability of Submarine Pipelines 图书章节 2022 作者: Gao FP(高福平) Adobe PDF(202Kb)  |  收藏  |  浏览/下载:90/29  |  提交时间:2023/03/20 |
| 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 作者: Zhou, Mo-Zhen; Qi WG(漆文刚); Jeng, Dong-Sheng; Gao FP(高福平) Adobe PDF(2148Kb)  |  收藏  |  浏览/下载:241/53  |  提交时间: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 作者: Shi YM(师玉敏); Gao FP(高福平); Wang N(汪宁); Yin, Zhenyu Adobe PDF(9160Kb)  |  收藏  |  浏览/下载:1203/962  |  提交时间: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 作者: Li CF(李畅飞); Gao FP(高福平); Yang LJ(杨鲤境) Adobe PDF(4434Kb)  |  收藏  |  浏览/下载:362/196  |  提交时间: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 作者: Yang J; Yin ZY; Liu XF; Gao FP(高福平) Adobe PDF(2071Kb)  |  收藏  |  浏览/下载:338/153  |  提交时间: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 作者: Qi WG(漆文刚); Shi YM(师玉敏); Gao FP(高福平) 浏览  |  Adobe PDF(5720Kb)  |  收藏  |  浏览/下载:531/152  |  提交时间: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 作者: Qi WG(漆文刚); Li CF(李畅飞); Jeng DS; Gao FP(高福平); Liang ZD 浏览  |  Adobe PDF(1354Kb)  |  收藏  |  浏览/下载:686/96  |  提交时间: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 作者: Qi WG(漆文刚); Gao FP(高福平) 浏览  |  Adobe PDF(2214Kb)  |  收藏  |  浏览/下载:269/88  |  提交时间:2018/10/22 |