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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: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