摘要
主要介绍太行山隧道进口断层破碎围岩段及影响地段保持和控制工程地质体稳定的措施和施工手段,以及通过监控量测,来调整和修正围岩开挖支护参数,优化施工方案。
The measures and construction technologies are introduced to keep and control the stability of the engineering geological body of the entrance fault fissured section and the affected section of the Taihang Mountain tunnel. Monitoring measurement is also presented to modify and correct the excavation and support parameters in order to optimize the construction scheme.
出处
《石家庄铁道学院学报》
2007年第4期123-126,共4页
Journal of Shijiazhuang Railway Institute
关键词
隧道
断层破碎围岩
施工技术
监控量测
tunnel
fissured fault rock
construction technique
conitoring measurement