Numerical Simulation on Overturning Behavior about Single Pile Foundation under Lateral Loadings

被引：1
|
作者：
Liu, Yungeng [1 ]
机构：
[1] China Construct Second Engn Bur Ltd, Beijing 100054, Peoples R China
来源：
2013 FIFTH INTERNATIONAL CONFERENCE ON MEASURING TECHNOLOGY AND MECHATRONICS AUTOMATION (ICMTMA 2013) | 2013年
关键词：
pile foundation; pile-soil interaction; lateral loading; m method; FINITE-ELEMENT-ANALYSIS;
D O I：
10.1109/ICMTMA.2013.187
中图分类号：
TP [自动化技术、计算机技术];
学科分类号：
0812 ;
摘要：
For some structures, the overturning behavior of a single pile foundation will be the controlling factor. This paper is to present the overturning behaviors about prismatic, belled and step tapered single piles by using the FEM method. The interaction laws between foundations and the soil were investigated. Based on these results, the antidumping countermeasures were suggested, thus to solve anti-overturning issues economically.
引用
收藏
页码：751 / 754
页数：4
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