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| A Slip-Line Field Solution for the Ultimate Bearing Capacity of a Pipeline Under Oblique Loading on a Clayey Seabed 期刊论文
INTERNATIONAL JOURNAL OF OFFSHORE AND POLAR ENGINEERING, 2022, 卷号: 32, 期号: 4, 页码: 473-479
作者: Wang N(汪宁) ; Qi WG(漆文刚); Shi YM(师玉敏); Gao FP(高福平)
 Adobe PDF(117Kb) |  收藏 | 浏览/下载：191/45 | 提交时间：2023/02/03
Bearing capacity deep-sea pipeline oblique loading slip-line field theory failure envelope pipe-soil interaction clayey seabed |
| 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：161/42 | 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：88/29 | 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：236/53 | 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：1201/961 | 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：357/194 | 提交时间：2021/03/30
breaking wave pore pressure sandy seabed flume observation |
| Intelligent modelling of clay compressibility using hybrid meta-heuristic and machine learning algorithms 期刊论文
GEOSCIENCE FRONTIERS, 2021, 卷号: 12, 期号: 1, 页码: 441-452
作者: Zhang, Pin; Yin, Zhen-Yu; Jin, Yin-Fu; Chan, Tommy H. T.; Gao FP(高福平)
Adobe PDF(2604Kb) | 收藏 | 浏览/下载：169/33 | 提交时间：2021/03/03
Compressibility Clays Machine learning Optimization Random forest Genetic algorithm |
| 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：334/152 | 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：529/152 | 提交时间：2020/04/07
Wave-seabed-pipeline interaction Poro-elastoplastic model Buried pipe Transient pore-pressure response Vertical soil resistance |
| 海底管道轴向走管的可靠度分析 会议论文
中国力学大会, 中国浙江杭州, 2019年8月25-28日
作者: 师玉敏; 高福平
浏览 | Adobe PDF(949Kb) | 收藏 | 浏览/下载：284/51 | 提交时间：2019/11/21
轴向走管 变异系数 功能函数 蒙特卡洛模拟 可靠度分析 |
