首页> 外文会议>CMI conference Beijing >Three-Dimensional Numerical Analysis of Tunnel Structural Stabilization in Mined-out Region
【24h】

Three-Dimensional Numerical Analysis of Tunnel Structural Stabilization in Mined-out Region

机译:采空区隧道结构稳定的三维数值分析

获取原文
获取原文并翻译 | 示例

摘要

This paper a three-dimensional finite element model of KangJiagou bridge-Miaoling tunnel in mined-out region is built up to calculate surface level and vertical displacement of different working conditions,analyze the characteristics of surface subsidence,divide key part and delineate safety pre-warning range of the surface.At the same time the tunnel deformation and stress characteristics are studied and the tunnel’s supporting parts are also determined through analyzing the concentration areas of structure stress,which make tunnel’s stability been very well controlled.The research results can provide the theory basis and the technical guidance for the construction of tunnel in mined-out region.
机译:本文建立了采空区康家沟大桥—苗岭隧道三维有限元模型,计算了不同工作条件下的地表高度和竖向位移,分析了地表沉陷特征,划分了关键部位,确定了安全预兆。同时通过分析结构应力集中区域,研究了隧道的变形和应力特性,确定了隧道的支护部位,使隧道的稳定性得到很好的控制。采空区隧道建设的理论基础和技术指导。

著录项

  • 来源
    《CMI conference Beijing》|2012年|1512-1520|共9页
  • 会议地点 Beijing(CN)
  • 作者单位

    Doctor, College of Harbor, Coastal and Offshore Engineering, Hohai University;

    No.1, Xikang Road, Nanjing 210098;

    Master, College of Harbor, Coastal and Offshore Engineering, Hohai University;

    No.1, Xikang Road, Nanjing 210098;

    Associate professor, Xi'an University of Science and Technology;

    No.58, Yanta Road, Xi'an 710054;

  • 会议组织
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 U692.22;
  • 关键词

    Tunnel Structure; Mined-out Region; Horizontal Deformation; Surface subsidence;

    机译:隧道结构;采空区;水平变形;地表沉陷;

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号