摘要
以张集煤矿TBM开挖1413A高抽巷为研究对象,通过平行于高抽巷的轨道顺槽,向高抽巷施工监测钻孔,利用震波CT监测技术,对TBM掘进过程中围岩的开挖损伤区进行原位测试。基于对一系列不同时段波速场数据的综合分析,给出岩体的结构特性,得到巷道开挖全过程中围岩损伤区的产生和发展的演化过程,分析该施工条件下的开挖损伤区范围、裂隙演化与TBM施工的关系,并探讨开挖损伤区的形成和演化机制。研究成果为现场支护设计、支护时机、围岩变形特性和地质资料分析提供直接依据。
In this article,with TBM excavation 1413 A high extraction lane in Zhangji Coal Mine selected as the object of the study,in-situ test was carried out with the excavation damage zone of surrounding rock in the TBM tunneling process by applying seismic CT monitoring through drilling boreholes from adjacent roadway. Base on comprehensive analysis of wave velocity data,the formation and evolution of excavation damage zone in the process of TBM excavation had been gained,the relationship between TBM excavation and range of excavation damage zone was analyzed,and the mechanics of excavation damage zone formation was explored. The research provides a basic database for rock damage behaviors study and support design.
引文
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