首页> 外文会议>Sinorock 2009 >Comparison and Analysis on Surface Settlement Caused by Multi-arch Tunnel and Neighborhood Tunnel Construction
【24h】

Comparison and Analysis on Surface Settlement Caused by Multi-arch Tunnel and Neighborhood Tunnel Construction

机译:连拱隧道与邻里隧道施工引起的地表沉降比较分析

获取原文
获取原文并翻译 | 示例

摘要

Wuncunshan tunnel on JC3 bid section of airport Highway in Xiamen, which locates in busy downtown area and goes underneath 67 buildings with shallow foundation, is expected to control the surface settlement caused by tunnel excavation. Multi-arch tunnel method and neighborhood tunnel method were both tested by design and excavation unit in order to understand which is more effective to control the surface settlement. Based on in-situ measurement and numerical simulation, this paper contrasts and analyzes measurement data and numerical results of the two excavation methods including transverse and longitudinal surface settlement and individual effect of sub-hole excavating and dismantlement supports. Some conclusions are obtained, which provide good reference for design and excavation of similar tunnels.
机译:厦门机场高速公路JC3标段的文村山隧道位于繁忙的市区,位于67座浅基础建筑物之下,有望控制隧道开挖引起的地表沉降。通过设计和开挖单元对多拱隧道法和邻里隧道法进行了测试,以了解哪种方法更有效地控制地表沉降。在现场测量和数值模拟的基础上,对比和分析了两种开挖方法的测量数据和数值结果,包括横向和纵向表面沉降以及分孔开挖和拆除支护的个体效应。得到了一些结论,为类似隧道的设计和开挖提供了很好的参考。

著录项

  • 来源
    《Sinorock 2009》|2009年|p.1-5|共5页
  • 会议地点 Hong Kong(CN);Hong Kong(CN);Hong Kong(CN)
  • 作者

    M.L.Huang; F.Wang; W.Lu;

  • 作者单位

    Beijng Jiaotong University, Beijing;

    Beijng Jiaotong University, Beijing;

    Beijng Jiaotong University, Beijing;

  • 会议组织
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 岩石(岩体)力学及岩石测试;
  • 关键词

  • 入库时间 2022-08-26 14:06:21

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