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乌鞘岭隧道F4~F7断层区段压力、应力实测与分析 被引量:18

The Monitoring and Analysis of Pressure and Stress in F4 ~ F7 Fault Regions of Wushaoling Tunnel
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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。 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.
出处 《石家庄铁道学院学报》 2006年第2期13-17,共5页 Journal of Shijiazhuang Railway Institute
关键词 乌鞘岭隧道 监控量测 围岩压力 支护应力 Wushaoling tunnel monitoring the surrounding rock pressure support stress
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参考文献2

  • 1铁道第一勘察设计院,石家庄铁道学院,兰州交通大学,等.乌鞘岭隧道岭脊地段复杂应力条件下的变形控制技术研究阶段成果总报告[R].兰州:铁道第一勘察设计院,2005
  • 2朱永全,刘志春,李文江,等.乌鞘岭隧道岭脊地段复杂应力条件下的变形控制技术研究(专题报告一)现场测试阶段成果报告[R].石家庄:石家庄铁道学院,2005

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