Research review on bearing capacity behavior of pile foundation under lateral load

被引：0
|
作者：
Zhang, Jianwei [1 ]
Yuan, Hue [1 ]
Zhang, Shihong [1 ]
机构：
[1] Henan Univ, Sch Civil Engn & Architecture, Kaifeng 475004, Peoples R China
来源：
ADVANCES IN INDUSTRIAL AND CIVIL ENGINEERING, PTS 1-4 | 2012年 / 594-597卷
关键词：
lateral loaded pile; bearing capacity; foundation;
D O I：
10.4028/www.scientific.net/AMR.594-597.2740
中图分类号：
X [环境科学、安全科学];
学科分类号：
08 ; 0830 ;
摘要：
Based on review of current study on pile foundation under lateral load, an introduciton is given to some theoretical methods commonly used at home and aboard, with emphasis placed on the elastic subgrade reaction method and the p-y method as well as their characteristics and applicability, and some problems needed for further study are put forward. The present study provides a train of thought for further research on the behavior of large-diameter pile under lateral load.
引用
收藏
页码：2740 / 2743
页数：4
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