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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
Authors: Fazeres-Ferradosa T; Rosa-Santos P; Taveira-Pinto F; Pavlou D; Gao FP(高福平) ; Carvalho H; Oliveira-Pinto S
 Adobe PDF(125Kb) |  Favorite | View/Download：207/69 | Submit date：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
Authors: Yang J; Yin ZY; Liu XF; Gao FP(高福平)
Adobe PDF(2071Kb) | Favorite | View/Download：370/159 | Submit date：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
Authors: Zhang P; Yin ZY; Zheng YY; Gao FP(高福平)
Adobe PDF(3376Kb) | Favorite | View/Download：387/210 | Submit date：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
Authors: Qi WG(漆文刚); Shi YM(师玉敏); Gao FP(高福平)
Adobe PDF(5720Kb) | Favorite | View/Download：565/167 | Submit date：2020/04/07
Wave-seabed-pipeline interaction Poro-elastoplastic model Buried pipe Transient pore-pressure response Vertical soil resistance |
