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明挖地铁车站深基坑有限元分析与模拟
引用本文:王艳芳,范明桥,周密.明挖地铁车站深基坑有限元分析与模拟[J].现代交通技术,2010,7(6):72-75.
作者姓名:王艳芳  范明桥  周密
作者单位:1. 南京水利科学研究院,江苏南京210024;江苏省交通科学研究院股份有限公司,江苏南京210017
2. 南京水利科学研究院,江苏南京,210024
3. 河海大学,江苏南京,210098
摘    要:以南京地铁某明挖车站深基坑为工程背景,利用大型通用有限元软件,对深基坑支护结构变形进行了2维有限元分析计算,并将计算结果同现场实测数据进行了对比分析,验证了2维有限元计算方法在长条形地铁深基坑中的的实用性,为今后的基坑工程计算提供参考。

关 键 词:深基坑  结构变形  平面有限元  地铁车站

Simulation and Analysis for the Open Excavation of Subway Station with Finite Element Method
Wang Yanfang,Fan Mingqiao,Zhou Mi.Simulation and Analysis for the Open Excavation of Subway Station with Finite Element Method[J].Modern Transportation Technology,2010,7(6):72-75.
Authors:Wang Yanfang  Fan Mingqiao  Zhou Mi
Institution:1. Nanjing Hydraulic Research Institute,Nanjing 210024,China; 2.Jiangsu Transportation Research Institute,Co., Ltd.,Nanjing 210017,China; 3. Hohai University,Nanjing 210098,China)
Abstract:Taking a deep open excavation of Nanjing subway station as the engineering background,the deformation of the support structure of the excavation was studied using the common finite element software in two-dimensional. The analysis was compared with the spot inspections. The results shown that the two-dimensional finite element method was suitable for the strip subway excavation and could provide some references to the future deep excavation design.
Keywords:deep excavation  structure deformation  two-dimension FEM  subway station
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