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隧道建设(中英文) ›› 2007, Vol. 27 ›› Issue (2): 24-27,39.DOI: A

• 研究与探索 • 上一篇    下一篇

富溪双连拱隧道偏压段管棚效应分析

曹光伦, 徐干成, 段海澎, 刘保国   

  1. 1. 安徽省交通投资集团有限责任公司2. 空军工程设计研究局3. 北京交通大学土建学院
  • 收稿日期:2006-11-16 修回日期:2007-01-10 出版日期:2007-04-20 发布日期:2009-12-03
  • 作者简介:曹光伦(1962-)|男|1990年毕业于同济大学道路工程专业|高级工程师|目前主要从事公路建设与管理工作。

Analysis on Effect of Pipe Forepoling Installed for Asymmetricallyloaded
Sections of Doublearch Tunnels: Case Study on Fuxi Tunnel in China

CAO Guang-Lun, XU An-Cheng, DUAN Hai-Peng, LIU Bao-Guo   

  1. 1. Anhui Provincial Communications Investment Group Co., Ltd2. The Air Force Engineering Design &|Research Institute3. School of Civil Engineering and Architecture, Beijing Jiaotong University
  • Received:2006-11-16 Revised:2007-01-10 Online:2007-04-20 Published:2009-12-03

摘要:

采用三维弹塑性有限差分法\[1\]对富溪双连拱隧道进口偏压段管棚的预支护作用进行了分析,得出了软岩中管棚支护作用明显,偏压双连拱隧道管棚不均衡设计等结论,对同类工程的设计与施工具有一定的指导意义。

关键词:  , 偏压双连拱隧道管棚有限差分效应分析

Abstract:

In the paper, analysis is made on the advance reinforcement effect of the pipe forepoling installed for the asymmetricallyloaded entrance portal section of Fuxi doublearch tunnel by means of 3D elasticplastic finite difference method. Conclusion is drawn that obvious reinforcement effect can be achieved in soft ground by means of pipe forepoling and that unbalanced design of the pipe forepoling should be made for asymmetricallyloaded sections of doublearch tunnels. The paper can provide reference for the design and construction of similar works.

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