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隧道建设(中英文) ›› 2005, Vol. 25 ›› Issue (6): 20-24.

• 施工技术 • 上一篇    下一篇

高地应力区挤压破碎围岩隧道施工技术探讨

赵运臣1,2 , 刘强1,3   

  1. 1同济大学上海200092  |2中铁隧道集团科研所河南洛阳471009 |3河南省洛阳市公安消防支队河南洛阳471009
  • 收稿日期:2005-01-13 出版日期:2005-12-20 发布日期:2009-12-19
  • 作者简介:赵运臣|男| 1973年9月生|工程师|大学本科|1996年毕业于兰州铁道学院|铁道工程专业。主要从事隧道与地下工程专业工作。

Discussions on Construction Technology of Tunnels in Squeezing
and Fractured Ground in High Groundstress Area

DIAO Yun-Chen1,2, LIU Jiang1,3   

  1. 1.Tongji University, |Shanghai |200092 |China; 2.Scientific Research Institute under China Railway Tunnel
    Group, |Luoyang |471009, Henan|China;3.Extinguishing Brigade of Luoyang,Luoyang 471009,Henan,China
  • Received:2005-01-13 Online:2005-12-20 Published:2009-12-19

摘要:

随着采矿、交通、水电工程的发展,许多隧道修建于高地应力区,特别是当穿越挤压破碎围岩时,极易引起隧道及掌子面不稳定,严重影响施工安全与进度。介绍了国外高应力挤压破碎条件的判别方法,对高地应力区挤压破碎围岩隧道开挖支护施工与设计方法及地层预加固技术等进行初步的探讨。

关键词: 高地应力, 挤压破碎, 隧道变形, 开挖支护

Abstract:

Along with the development of mining works, transportation works and hydropower works, many tunnels are built in high groundstress area. Especially where the tunnel passes through squeezing and fractured ground, instabilities of the tunnel and the working face are subject to occur, which will result in serious impact on the construction safety and construction progress. In the article foreign judging methods on squeezing and fractured ground in high groundstress area are described, and preliminary discussions are made on the design and construction method and ground preconsolidation technologies of tunnels located in squeezing and fractured ground in high groundstress area.

Key words: high ground-stress, squeezing and fractured ground, deformation of tunnel, excavation and reinforcement