断层破碎带岩溶大断面隧道坍塌事故处理

    Collapse Treatment of Faulted Karst Cave Tunnel

    • 摘要: 针对隧道穿越断层破碎带溶洞时出现坍塌及初期支护变形事故, 综合分析了坍塌及变形区的规模及现场揭露的地质情况, 结合洞内施工条件及施工情况, 对隧道坍塌及变形区进行工字钢临时支撑及封闭注浆后, 提出“超前管棚+小导管注浆”处理方案, 并在处理段增设监测断面, 通过监控量测判断围岩的稳定状况及坍塌变形处理效果.量测结果表明, 坍塌变形段围岩处理后在一定时间内达到稳定, 说明采用“超前管棚+小导管注浆”方案处理断层破碎带岩溶隧道坍塌变形效果良好, 对类似工程事故处理有一定的借鉴作用.

       

      Abstract: To aim at analyzing collapse of a tunnel during construciton in faulted karst cave, unfavorable geological condition, continuous rainstorm and inaccurate geological survey were discussed and according to in-situ survey, the method of advanced pipe with ductile grouting was put up, and applied to collapse treatment.Furthermore, monitoring and measurement of groupting zone was conducted during tunnel construction.The in-situ monitoring data show that the method of advanced pipe with ductile grouting is effective for temporary support requirements in tunnel collapse treatment.

       

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