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Preface: Advanced Research on Offshore Structures and Foundation Design: Part 2 期刊论文
PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-MARITIME ENGINEERING, 2020, 卷号: 173, 期号: 4, 页码: 96-99
作者:  Fazeres-Ferradosa T;  Rosa-Santos P;  Taveira-Pinto F;  Pavlou D;  Gao FP(高福平);  Carvalho H;  Oliveira-Pinto S
Adobe PDF(125Kb)  |  收藏  |  浏览/下载：184/60  |  提交时间：2021/02/09
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：331/151  |  提交时间：2020/06/15
Clay  Anisotropy  Bounding surface  Traffic load  Finite difference method  
A LSTM surrogate modelling approach for caisson foundations 期刊论文
OCEAN ENGINEERING, 2020, 卷号: 204, 页码: 13
作者:  Zhang P;  Yin ZY;  Zheng YY;  Gao FP(高福平)
Adobe PDF(3376Kb)  |  收藏  |  浏览/下载：350/199  |  提交时间：2020/06/15
Caisson foundation  Failure envelope  Smoothed particle hydrodynamics  Long short-term memory  
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：526/151  |  提交时间：2020/04/07
Wave-seabed-pipeline interaction  Poro-elastoplastic model  Buried pipe  Transient pore-pressure response  Vertical soil resistance