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高地应力区挤压破碎围岩隧道施工技术探讨
引用本文:赵运臣,刘强.高地应力区挤压破碎围岩隧道施工技术探讨[J].隧道建设,2005,25(6):20-24.
作者姓名:赵运臣  刘强
作者单位:1. 同济大学,上海,200092;中铁隧道集团科研所,河南,洛阳,471009
2. 同济大学,上海,200092;河南省洛阳市公安消防支队,河南,洛阳,471009
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
收稿时间:2005-01-13
修稿时间:2005年1月13日

Discussions on Construction Technology of Tunnels in Squeezing and Fractured Ground in High Ground-stress Area
ZHAO Yun-chen,LIU Qiang.Discussions on Construction Technology of Tunnels in Squeezing and Fractured Ground in High Ground-stress Area[J].Tunnel Construction,2005,25(6):20-24.
Authors:ZHAO Yun-chen  LIU Qiang
Institution: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
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.
Keywords:high ground-stress  squeezing and fractured ground  deformation of tunnel  excavation and reinforcement
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