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地质顺层偏压隧道围岩压力及其分布特点的试验研究
引用本文:周晓军,高杨,李泽龙,杨昌宇.地质顺层偏压隧道围岩压力及其分布特点的试验研究[J].现代隧道技术,2006,43(1):12-21.
作者姓名:周晓军  高杨  李泽龙  杨昌宇
作者单位:1. 西南交通大学土木工程学院,成都,610031
2. 铁道第二勘察设计院,成都,610031
基金项目:铁道部科技发展计划项目(2001G008-1)的资助
摘    要:结合渝怀铁路渔塘湾隧道所处的地质顺层偏压特点,按照相似理论,对地质顺层岩体作用于隧道衬砌结构上的偏压载荷进行了模型试验,初步得出了地质顺层偏压隧道围岩压力的分布特点及其与不同顺层倾角之间的变化关系,并就顺层岩体隧道结构的形式和支护措施进行了探讨。

关 键 词:地质顺层  偏压隧道  衬砌结构  围岩压力  模型试验
文章编号:1009-6582(2006)01-0012-10

Experimental study on the uneven rock pressure and its distribution applied on a tunnel embedded in geologically bedding strata
Zhou Xiaojun,Gao Yang,Li Zelong,Yang Changyu.Experimental study on the uneven rock pressure and its distribution applied on a tunnel embedded in geologically bedding strata[J].Modern Tunnelling Technology,2006,43(1):12-21.
Authors:Zhou Xiaojun  Gao Yang  Li Zelong  Yang Changyu
Abstract:In accordance with the features of the uneven pressure caused by geologically bedding strata acting on Yutangwan tunnel on Chongqing ~ Huaihua railway line,an experimental study on the uneven rock pressure applied on the lining structure of tunnel models was carried out based on the theory of analogy.The distribution of rock pressure applied on the tunnel and the relation between the pressure and the inclination angle of bedding strata were revealed.The structural configuration of tunnels embedded in geologically bedding strata and the corresponding supporting approaches were also discussed in the paper.
Keywords:Geologic bedding strata  Tunnel subjected to uneven pressure  Lining structure  Rock pressure  Model test
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