Measurement and analysis of stress conditions of tunnel’s surrounding
 rock masses at deviation pressured landslide section

WANG Ying-Xue; ZHOU Jia-Mei; GAO Bo

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Measurement and analysis of stress conditions of tunnel’s surrounding rock masses at deviation pressured landslide section

更新时间：2026-06-25

- Measurement and analysis of stress conditions of tunnel’s surrounding rock masses at deviation pressured landslide section
- Vol. 23, Issue 6, (2002)
- 作者机构：
  
  西南交通大学土木学院,四川,成都,610031
- 作者简介：
- 基金信息：
- DOI：
  CLC： TU451
- Online First：04 September 2016，
  
  Published：2002
- 稿件说明：
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WANG Ying-Xue, ZHOU Jia-Mei, GAO Bo. Measurement and analysis of stress conditions of tunnel’s surrounding rock masses at deviation pressured landslide section[J]. 2002, 23(6).
DOI：

WANG Ying-Xue, ZHOU Jia-Mei, GAO Bo. Measurement and analysis of stress conditions of tunnel’s surrounding rock masses at deviation pressured landslide section[J]. 2002, 23(6). DOI：

摘要

通过对担架哨隧道偏压滑坡地段监测数据的分析，得到了工字钢和锚杆等支护构件的受力状况与围岩地质状况之间的必然联系，并表明可以通过埋设测试元件来了解围岩的地质状况，合理设计隧道的支护措施。

Abstract

By analyzing the measurement data for Danjiashao Tunnel at unbalance pressure landslide section

the relationship between the bending moment of H-steel

the stress of the surrounding rock masses and the geological condition is obtained; which means that the surrounding rock masses stability can be forecasted by setting measurement apparatus so as to design the tunnel’s supporting measures reasonably.

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