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STUDY ON ZONAL DISINTEGRATION OF SURROUNDING ROCK IN DEEP CROSS ROADWAY UNDER HIGH STRESS

机译:高应力下深部交叉巷道围岩分区解体研究

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摘要

Based on geological and mining conditions of -530 rail roadways in the E Zhuang coal mine of the Xin Wen mine group, zonal disintegration phenomenon of deep cross-roadway surrounding rock mass with high-stress is inspected through employment of the strata exploring instrument. According to failure information inside roof rock strata recorded by the strata exploring instrument, rock failures in each drill are respectively drawn in one graph, and failure regions with the distance less than 0.2m are regarded as one partition. The study shows that because of stress field superposition and road excavated section increment of cross roadway under deep and high-stress conditions, large subsidence of the rock mass is caused, the fissure and slice come into being in cross roadway rock strata interface, subsequently zonal disintegration named complete failure zone and loose strip zone forms under the rock strata, and the higher the stress is, the higher the amount of zonal disintegration and radius.
机译:根据新汶煤矿集团鄂庄煤矿-530铁路巷道的地质矿产条件,运用地层勘探仪对深部高应力巷道围岩分层破坏现象进行了研究。根据地层探测仪记录的屋面岩石内部的破坏信息,将每个钻头的岩石破坏分别绘制在一张图中,距离小于0.2m的破坏区域视为一个分区。研究表明,在深高应力条件下,由于交叉巷道的应力场叠加和路基开挖断面的增加,引起岩体沉陷,裂缝和断层形成在交叉巷道岩层界面,进而带状分布。岩层下形成了称为完全破坏区和松散带状区的崩解,应力越大,层状崩解量和半径越大。

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