Analysis of Single Pile subjected to Lateral Load

2018 International Conference on Civil and Hydraulic Engineering

土木建筑工程;水利工程

Luo, Sheng^1

Ranken Railway Construction Group Co., Ltd., Chengdu, Sichuan

610045, China^1

关键词: Engineering practices;    Lateral loads;    Monopile;    Semi-empirical solutions;    Single piles;   

Others  :  https://iopscience.iop.org/article/10.1088/1755-1315/189/4/042027/pdf
DOI  :  10.1088/1755-1315/189/4/042027

学科分类：土木及结构工程学

来源: IOP

【 摘 要 】

Lateral load on a pile can give a catastrophic impact on the foundation itself and the structure above. To assess the pile behaviour, several analytical, empirical and semi-empirical solutions have been adopted in previous engineering practice. In this study, finite element analyses have been conducted for both a slender pile and a monopile. Then the results are compared with a semi-empirical solution. The limitation of the semi-empirical solution is addressed based on the analyses conducted. It is necessary to modify the semi-empirical solution when predicting the behaviour of a monopile under lateral load.