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Effects of Statistical Characteristics for Deep-Sea Sediments on Lateral Buckling of HPHT Pipelines 会议论文
The 14th ISOPE PACOMS Symposium, Dalian, China, 2020-11-22
作者:  Shi YM(师玉敏);  Gao FP(高福平);  Liu JT;  ; Zhu YS
收藏  |  浏览/下载：97/0  |  提交时间：2021/01/28
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