铁道科学与工程学报2016，Vol.13Issue(8)：1585-1592,8.
临近既有地铁隧道新建基坑的数值计算分析
Nu merical analysis of the influence of the excavation of excavations u pon and beside the existing tu nnel
摘要
Abstract
In this paper,the finite element software was used to conduct the three-dimensional simulation analy-sis for the construction of key protection area in Shenzhen Metro Line 1 1 Chegongmiao station.The excavations are designed upon and beside the No.1 line interval tunnel.Through comparison with measured automatic moni-toring data,the validity of the simulation was verified.By extracting the calculated results of the deformation of tunnel structure caused by construction of air duct,the deformation behavior of existing tunnel structure in this case was understood,and the affected key part of existing tunnels was given.The conclusions will be helpful for proposing the security protection measures in the process of the construction,and can provide beneficial reference for the similar projects in the future.关键词
既有隧道/基坑工程/有限元/自动化监控Key words
existing tunnel/foundation pit engineering/finite element method/automatic monitoring分类
建筑与水利引用本文复制引用
陈思明,欧雪峰,韩雪峰,张学民,冯涵..临近既有地铁隧道新建基坑的数值计算分析[J].铁道科学与工程学报,2016,13(8):1585-1592,8.基金项目
中国中铁股份有限公司科技开发计划重点课题（2012－19）；国家自然科学基金资助项目（53178505，51408067）；“十二五”国家科技支撑计划项目 （）
