路基工程Issue(6)：170-173,4.
深基坑桩锚支护变形有限元分析
FEM Analysis on Deformation of Pile-anchor Support for Deep Foundation Pit
曹剑波 1张剑彪1
作者信息
- 1. 中铁二院重庆勘察设计研究院有限责任公司,重庆400023
- 折叠
摘要
Abstract
Pile-anchor support, with series of features, has become one of common used supporting methods for foundation pit. Through finite element numerical simulation on excavation of certain deep foundation pit in Shenzhen, the change law of pile body's horizontal displacement and soil mass's settlement behind the pile could be obtained. The comparison between calculated value of displacement and the monitored result demonstrates the rationality of finite element numerical simulation and offers important basis for supporting in the deep foundation pit in Shenzhen.关键词
深基坑/有限元/桩锚支护/变形Key words
deep foundation pit/finite element/pile-anchor support/deformation分类
建筑与水利引用本文复制引用
曹剑波,张剑彪..深基坑桩锚支护变形有限元分析[J].路基工程,2012,(6):170-173,4.
