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乌鞘岭隧道F4~F7断层区段压力、应力实测与分析
引用本文:刘志春,孙明磊,贾晓云,朱永全.乌鞘岭隧道F4~F7断层区段压力、应力实测与分析[J].石家庄铁道学院学报,2006,19(2):13-17.
作者姓名:刘志春  孙明磊  贾晓云  朱永全
作者单位:石家庄铁道学院土木工程分院 河北石家庄050043
摘    要:乌鞘岭隧道是兰新线重点控制工程,是国内最长的单线铁路隧道。该隧道穿越四条区域性大断层,地应力高,围岩软弱、破碎,隧道变形大。针对高应力条件下的软岩隧道大变形特点,在F4~F7断层区段,开展了系统、全面监控量测。根据实测数据,深入分析了支护压力、支护应力的规律及特征,及时将信息反馈给设计与施工,为工程施工提供了主要的技术支持。

关 键 词:乌鞘岭隧道  监控量测  围岩压力  支护应力
文章编号:1006-3226(2006)02-0013-05
收稿时间:2005-10-13
修稿时间:2005年10月13

The Monitoring and Analysis of Pressure and Stress in F4~F7 Fault Regions of Wushaoling Tunnel
Liu Zhichun,Sun Minglei,Jia Xiaoyun,Zhu Yongquan.The Monitoring and Analysis of Pressure and Stress in F4~F7 Fault Regions of Wushaoling Tunnel[J].Journal of Shijiazhuang Railway Institute,2006,19(2):13-17.
Authors:Liu Zhichun  Sun Minglei  Jia Xiaoyun  Zhu Yongquan
Institution:School of Civil Engineering, Shijiazhuang Railway Institute, Shijiazhuang 050043, China
Abstract:Wushaoling railway tunnel is the longest single-track railway tunnel in China and is the key project of Lanxin railway line.It goes through four regional faults(F4~F7),with complicated geological and geostress conditions.According to the large deformation characteristics of soft rock tunnel in the complicated stress condition,a comprehensive monitoring was executed during the construction of Wushaoling tunnel.Based on the measured results,the rules and characteristics of pressure and stress were analyzed and the information was fed back in time to provide the basis for the tunnel construction.
Keywords:Wushaoling tunnel  monitoring  the surrounding rock pressure  support stress  
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