首页> 外文会议>The 2008 International Symposium on Safety Science and Technology(2008年安全科学技术国际会议)论文集 >Deformation Mechanism and Control Technique of Underground Chambers in Extremely Thick Red Beds in Large Structural Areas
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Deformation Mechanism and Control Technique of Underground Chambers in Extremely Thick Red Beds in Large Structural Areas

机译:大型结构区超厚红层地下洞室变形机理与控制技术

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摘要

Few studies of red bed and soft rock tunnel supporting in Chinese coal mines have been made. Many chamber groups arranged in red beds were damaged and rehabilitated. Especially with the coal mining depth increasing by approx 10m/a, more and more coal mines are entering the deep shaft mining stage. Deep rock is characterized by soft rock. The deformation control of the wallrock of soft rock supporting tunnels is an increasingly serious difficulty with which we are being confronted. The deformation mechanism of soft rock chamber groups in red beds is studied in this subject, and simulation calculation of supporting design is performed. The academic viewpoint of deformation contro|, i.e., "soft excavation--graded and zoned supporting of key parts --full sealing", has been presented. The viewpoint conforms to the 4D (space and time) motion characteristics of wallrock, and good supporting effect has been obtained during engineering applications.
机译:关于中国煤矿的红层和软岩隧道支护的研究很少。布置在红色床上的许多房间小组遭到破坏和修复。特别是随着煤炭开采深度增加约10m / a,越来越多的煤矿进入深井开采阶段。深部岩石的特征是软岩石。软岩支护隧道围岩的变形控制是我们面临的日益严重的困难。研究了红层中软岩室群的变形机理,并进行了支护设计的仿真计算。提出了形变控制的学术观点,即“软开挖-关键部件的分级和分区支撑-完全密封”。该视点符合围岩的4D(时空)运动特征,在工程应用中获得了良好的支撑效果。

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