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深水海底管道典型失稳模式竞争机制及失稳预测 学位论文
博士论文,北京: 中国科学院大学, 2019
Authors:  师玉敏
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海底管道,管土相互作用,竞争机制,随机场,侧向屈曲,可靠度分析  
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
Authors:  师玉敏;  高福平
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轴向走管  变异系数  功能函数  蒙特卡洛模拟  可靠度分析  
波浪诱导粉砂质海床中的瞬态孔压响应:相位滞后与幅值衰减 会议论文
中国力学大会, 中国浙江杭州, 2019年8月25-28日
Authors:  李畅飞;  高福平
View  |  Adobe PDF(641Kb)  |  Favorite  |  View/Download:31/11  |  Submit date:2019/11/21
瞬态超静孔压  相位滞后  幅值衰减  理论分析  水槽试验  
海流作用下海底管道侧向失稳滑滚机制及分析模型研究 学位论文
硕士论文,北京: 中国科学院大学, 2019
Authors:  徐凯
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海底管道,在位稳定性,滑滚机制,滑滚比  
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
Authors:  Qi WG(漆文刚);  Li CF(李畅飞);  Jeng DS;  Gao FP(高福平);  Liang ZD
View  |  Adobe PDF(1354Kb)  |  Favorite  |  View/Download:53/1  |  Submit date:2019/05/29
Excess pore-pressure  Flume experiment  Sandy seabed  Combined waves and current  Boundary layer  Wave-current interactions  
Physical modeling of the axial pipe-soil interaction for pipeline walking on a sloping sandy seabed 期刊论文
OCEAN ENGINEERING, 2019, 卷号: 178, 页码: 20-30
Authors:  Shi YM(师玉敏);  Wang N(王宁);  Gao FP(高福平);  Qi WG(漆文刚);  Wang JQ
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Sloping seabed  Pipeline walking  Pipeline-seabed interaction  Physical modeling  
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
Authors:  Shi YM(师玉敏);  Gao FP(高福平)
View  |  Adobe PDF(1889Kb)  |  Favorite  |  View/Download:86/11  |  Submit date:2018/10/19
Submarine Pipeline  Pipeline-soil Interaction System  Lateral Instability  Tunnel Erosion  Competition Mechanism  
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
Authors:  Shi YM(师玉敏);  Gao FP(高福平)
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Submarine pipeline  Pipeline-soil interaction system  Lateral instability  Tunnel erosion  Competition mechanism  
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
Authors:  Qi WG(漆文刚);  Gao FP(高福平)
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Numerical study on critical axial forces of upheaval buckling for initially stressed submarine pipelines on uneven seabed 期刊论文
OCEAN ENGINEERING, 2017, 卷号: 145, 页码: 344-358
Authors:  Xu LG(许雷阁);  Lin M(林缅);  Lin, M (reprint author), Chinese Acad Sci, Inst Mech, Beijing, Peoples R China.
View  |  Adobe PDF(3609Kb)  |  Favorite  |  View/Download:143/64  |  Submit date:2017/12/18
The Vfife Method  Dimensional Analysis  Upheaval Bucking  Uneven Seabed