已选(0)清除
条数/页: 排序方式: |
| 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:192/45  |  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 |
| 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 |
| 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:357/194  |  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: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:285/51  |  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 |
| Lateral instability and tunnel erosion of a submarine pipeline: competition mechanism 会议论文 1st International Symposium on Marine Engineering Geology (ISMEG), Ocean Univ China, Shandong Prov Key Lab Marine Environm & Geol Engn, Qingdao, PEOPLES R CHINA, OCT 21-24, 2016 作者: Shi YM(师玉敏); Gao FP(高福平) 浏览  |  Adobe PDF(1889Kb)  |  收藏  |  浏览/下载:203/37  |  提交时间:2019/04/19 Submarine pipeline Pipeline-soil interaction system Lateral instability Tunnel erosion Competition mechanism |
| Lateral instability and tunnel erosion of a submarine pipeline: competition mechanism 期刊论文 BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2018, 卷号: 77, 期号: 3, 页码: 1069-1080 作者: Shi YM(师玉敏); Gao FP(高福平) 浏览  |  Adobe PDF(1889Kb)  |  收藏  |  浏览/下载:357/110  |  提交时间:2018/10/19 Submarine Pipeline Pipeline-soil Interaction System Lateral Instability Tunnel Erosion Competition Mechanism |
| Failure mode and dynamic response of a double-sided slope with high water content of soil 期刊论文 JOURNAL OF MOUNTAIN SCIENCE, 2018, 卷号: 15, 期号: 4, 页码: 859-870 作者: Yang B(杨兵); Gao FP(高福平); Jeng DS 浏览  |  Adobe PDF(2356Kb)  |  收藏  |  浏览/下载:254/119  |  提交时间:2018/10/30 Slope displacement Slope failure mode Soil water content Shaking table test Landslides |