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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：183/43  |  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：86/28  |  提交时间：2023/03/20
Predicting the Instability Trajectory of an Obliquely Loaded Pipeline on a Clayey Seabed 期刊论文
JOURNAL OF MARINE SCIENCE AND ENGINEERING, 2022, 卷号: 10, 期号: 2, 页码: 21
作者:  Wang N(汪宁);  Qi WG(漆文刚);  Gao FP(高福平)
Adobe PDF(4148Kb)  |  收藏  |  浏览/下载：352/195  |  提交时间：2022/05/17
deep-sea pipeline  clayey seabed  oblique load  bearing capacity  failure envelope  critical pipe weight  
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：1194/960  |  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：353/194  |  提交时间：2021/03/30
breaking wave  pore pressure  sandy seabed  flume observation  
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：525/151  |  提交时间：2020/04/07
Wave-seabed-pipeline interaction  Poro-elastoplastic model  Buried pipe  Transient pore-pressure response  Vertical soil resistance  
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：200/37  |  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：351/108  |  提交时间：2018/10/19
Submarine Pipeline  Pipeline-soil Interaction System  Lateral Instability  Tunnel Erosion  Competition Mechanism  
Flow-pipe-soil coupling mechanisms and predictions for submarine pipeline instability 期刊论文
JOURNAL OF HYDRODYNAMICS, 2017, 卷号: 29, 期号: 5, 页码: 763-773
作者:  Gao FP(高福平);  Gao, FP (reprint author), Chinese Acad Sci, Inst Mech, Key Lab Mech Fluid Solid Coupling Syst, Beijing 100190, Peoples R China.;  Gao, FP (reprint author), Univ Chinese Acad Sci, Sch Engn Sci, Beijing 100049, Peoples R China.
浏览  |  Adobe PDF(2310Kb)  |  收藏  |  浏览/下载：490/267  |  提交时间：2017/11/29
Submarine Pipeline  Lateral Stability  Bearing Capacity  Vortex-induced Vibration  Local Scour  Fluid-structure-soil Coupling  
波流-桩体-海床动力耦合作用及其对单桩水平承载特性的影响 会议论文
中国力学大会-2017暨庆祝中国力学学会成立60周年大会（A）, 中国北京, 2017-08-13
作者:  漆文刚;  胡存;  高福平
浏览  |  Adobe PDF(917Kb)  |  收藏  |  浏览/下载：218/54  |  提交时间：2018/12/12
刚性单桩  多物理场  承载力  循环载荷