Numerical analysis of pile behaviour under lateral loads in layered elastic–plastic soils
Numerical analysis of pile behaviour under lateral loads in layered elastic–plastic soils
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DOI：
10.1002/nag.250
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发表时间：
2002-12
影响因子：
4
通讯作者：
Z. Yang;B. Jeremić
中科院分区：
文献类型：
--
作者：
Z. Yang;B. Jeremić
本文介绍了弹塑性土壤中单桩行为的有限元研究结果。通过对均匀砂土、粘性土、粘土存款层中有砂层、砂存款层中有粘土层的桩身性状进行对比分析，探讨分层效应。利用有限元结果生成p-y曲线，并与实际中常用的方法得到的p-y曲线进行比较。版权所有© 2002年约翰威利父子有限公司。
This paper presents results from a finite element study on the behaviour of a single pile in elastic–plastic soils. Pile behaviour in uniform sand and clay soils as well as cases with sand layer in clay deposit and clay layer in sand deposit were analysed and cross compared to investigate layering effects. Finite element results were used to generate p–y curves and then compared with those obtained from methods commonly used in practice. Copyright © 2002 John Wiley & Sons, Ltd.