期刊名称：IOP Conference Series: Earth and Environmental Science
印刷版ISSN：1755-1307
电子版ISSN：1755-1315
出版年度：2018
卷号：189
期号：4
页码：042027
DOI：10.1088/1755-1315/189/4/042027
语种：English
出版社：IOP Publishing
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.
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