节点文献

地铁区间大断面隧道施工力学行为研究

Research on Construction Mechanical Behavior of Large Cross-section Tunnel in Subway Engineering

  • 推荐 CAJ下载
  • PDF下载
  • 不支持迅雷等下载工具,请取消加速工具后下载。

【作者】 李文江贾晓云刘志春

【Author】 LI Wen-jiang,JIA Xiao-yun,LIU Zhi-chun(School of Civil Engineering,Shijiazhuang Railway Institute,Shijiazhuang 050043,P.R.China)

【机构】 石家庄铁道学院土木工程分院石家庄铁道学院土木工程分院 河北石家庄050043河北石家庄050043

【摘要】 广州市轨道交通六号线越秀南~东湖区间是左、右行车和停车、折返的多功能区间,在停车、折返线区段形成了四线大跨度断面,该区段施工分部多、工序复杂,浅埋暗挖施工安全与其地面上方的五层住宅楼使用安全问题十分突出。为分析既有地面建筑与隧道施工的相互影响,采用地层模式对上述断面进行了施工动态模拟。分析结果表明,大跨隧道施工过程中,地层稳定、支护结构安全,但地面建筑附加作用对地表沉降、隧道结构受力均有不利影响,施工中应予以足够重视,并加强地面和洞内的监测。

【Abstract】 Yuexiu-Donghu tunnel section in 6th line of the subway in Guangzhou is a multi-function section for the needs of the train to run up line or down line,park and reverse.In parking and reversing location,the section comprises a four-driveway large cross-section tunnel.Because of the complexity of the construction process,the measure to insure safety of the tunnel and the existing building is important.In order to reduce the ground surface settlement and the risk of construction,the mechanical behavior of the tunnel is studied by 2D FEM numerical simulation method.The results show that the planning construction technology is feasible,but the unfavorable effect on distribution of ground surface settlement and structure stress caused by the existing building is apparent.So it is necessary to reinforce the measure of monitoring during the construction.

  • 【文献出处】 地下空间与工程学报 ,Chinese Journal of Underground Space and Engineering , 编辑部邮箱 ,2007年01期
  • 【分类号】U456.31
  • 【被引频次】24
  • 【下载频次】269
节点文献中: 

本文链接的文献网络图示:

本文的引文网络