A review on soil–structure interaction analysis of laterally loaded piles
A review on soil–structure interaction analysis of laterally loaded piles
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DOI：
10.1007/s41062-016-0015-x
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发表时间：
2016-06
影响因子：
2.4
通讯作者：
P. Kavitha;K. Beena;K. Narayanan
中科院分区：
文献类型：
--
作者：
P. Kavitha;K. Beena;K. Narayanan
Soil–structure interaction plays an important role in the behavior of structure under static or dynamic loading. It influences the behavior of soil, as well as the response of pile under loading. The analysis is highly essential for predicting a more accurate structural behavior so as to improve the safety of structures under extreme loading conditions. The soil–pile system behavior is predominantly nonlinear and this makes the problem complicated. In a laterally loaded pile the load is resisted by the soil–pile interaction effect, which in turn depends on soil properties, pile material, pile diameter, loading type and bed slope of ground. The difficulty in the accountability of the influencing factors necessitates a careful study on soil–structure interaction problem. The analysis became easier with the debut of powerful computers and simulation tools such as finite element analysis software. A detailed literature review on soil–structure interaction analysis of laterally loaded piles is presented in this paper.
