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。
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 .
出处
《江苏建筑》
2007年第4期48-51,共4页
Jiangsu Construction
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
deep excavation
braced retaining structures with double - row piles
Finite Element Method
influencmgfactors
pile lateral displacement.
作者简介
陆钧衡,男（1984～）,硕士研究生,研究方向为基础托换、基坑支护.
