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宝塔山隧道不良地质段围岩施工稳定性分析
引用本文:林富先.宝塔山隧道不良地质段围岩施工稳定性分析[J].西部交通科技,2012(8):80-85,98.
作者姓名:林富先
作者单位:广西贺州市公路管理处,广西贺州,542800
摘    要:文章利用非线性有限元数值计算模型,对宝塔山隧道不良地质段开挖施工过程中的围岩应力及位移变化情况进行了模拟分析。结果表明,隧道围岩应力及变形均满足规范要求,处于稳定状态。

关 键 词:宝塔山隧道  不良地质段  围岩  施工稳定性  分析

Construction Stability Analysis of Surrounding Rock in Bad Geolog - ical Section of Baotashan Tunnel
LIN Fu-xian.Construction Stability Analysis of Surrounding Rock in Bad Geolog - ical Section of Baotashan Tunnel[J].Western China Communication Science & Technology,2012(8):80-85,98.
Authors:LIN Fu-xian
Institution:LIN Fu-xian (Highway Administration of Hezhou City,Guangxi Province,Hezhou,Guangxi,542800)
Abstract:Using non-linear finite element numerical computation model,the article made an analysis of the stress and displacement of surrounding rock in excavation and construction of the bad geological section of Baotashan Tunnel.lt is proved that both the stress and the transformation of the surrounding rock of the tunnel satisfy the requirements of the specification, with normal stability.
Keywords:Baotashan Tunnel  Bad geological section  Surrounding rock  Construction sta-bility  Analysis
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