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带撑双排桩支护结构的有限元分析
引用本文:陆钧衡,郭彤,卫龙武. 带撑双排桩支护结构的有限元分析[J]. 江苏建筑, 2007, 0(4): 48-51
作者姓名:陆钧衡  郭彤  卫龙武
作者单位:东南大学,土木工程学院,江苏,南京,210096;东南大学,土木工程学院,江苏,南京,210096;江苏东大特种基础工程有限公司,江苏,南京,210008
摘    要:文章建立了带撑双排桩支护结构的有限元模型,通过工程实例,对带撑双排桩支护结构的变形和受力特性进行了分析,并比较了不同影响因素的作用.

关 键 词:深基坑  带支撑双排桩  有限元  影响因素  桩体水平位移
文章编号:1005-6270(2007)04-0048-04
收稿时间:2007-05-29
修稿时间:2007-05-29

Finite Element Analysis of Braced Retaining Structure with Double- Row Piles
LU Jun-heng,Guo Tong,WEI Long-wu. Finite Element Analysis of Braced Retaining Structure with Double- Row Piles[J]. Jiangsu Construction, 2007, 0(4): 48-51
Authors:LU Jun-heng  Guo Tong  WEI Long-wu
Affiliation:1. College of Civil Engineering , Southeast University, Nanjing Jiangsu 210096 China; 2.Jiangsu Dongda Special Foundation Engineering Co., Ltd, Nanjing Jiangsu 210008 China
Abstract:A finite element model of braced retaining structures with double - row piles was established . Combining with an engineering example , this paper analyzed the characteristics of displacement and internal force of the braced retaining structures with double - row piles . A variety of influencing factors were compared .
Keywords:deep excavation    braced retaining structures with double - row piles    Finite Element Method   influencmgfactors   pile lateral displacement.
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