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隧道建设(中英文) ›› 2005, Vol. 25 ›› Issue (5): 45-48.

• 施工技术 • 上一篇    下一篇

渝怀铁路大板溪三线隧道出口山体滑移处理

徐志勇   

  1. 铁道建筑研究设计院北京102600
  • 收稿日期:2005-05-20 出版日期:2005-10-20 发布日期:2009-12-19
  • 作者简介:徐志勇|男|1974年生|1996年毕业于西南交通大学土木学院地下及隧道工程专业|工程师|北京铁研建设监理公司副总工程师兼渝怀铁路项目监理站总监理工程师。

Treatment of Rockmass Slippage at Exit Portal of 3track
Dabanxi Tunnel on Yuhuai Railway

XU Zhi-Yong   

  1. Research &|Design Institute of Railway Construction, |Beijing |102600|China
  • Received:2005-05-20 Online:2005-10-20 Published:2009-12-19

摘要:

简要介绍了渝怀铁路大板溪三线隧道出口山体滑移的发生情况,分析了山体滑移产生的原因及相应的处理措施,着重介绍了小导管及迈式锚杆注浆加固的施做以及监控量测的应用效果,对大跨度浅埋软弱围岩隧道洞口段雨季施工提出了建议。

关键词:  , 三线铁路隧道 浅埋 软弱围岩 山体滑移 处理

Abstract:

This paper briefly introduces the rockmass slippage that happened at the exit section of 3track Dabanxi tunnel on Yuhuai Railway and analyzes on the causes and treatment measures of the slippage. The paper places emphasis on the reinforcement construction of forepoling and Maitype grouting rockbolts and on the results of the application of monitoring and measurement. The paper also raises some suggestions for the construction of the portal sections of shallowburied largespan tunnels located in soft ground in raining seasons.

Key words: 3track railway tunnel  , shallowdepth soft ground rockmass slippage  , treatment