惠鑫, 马凤山, 郭捷, 郭慧高, 寇永渊. 2018: 金属矿山深部巷道围岩分区破裂现场监测研究. 工程地质学报, 26(s1): 710-715. DOI: 10.13544/j.cnki.jeg.2018251
    引用本文: 惠鑫, 马凤山, 郭捷, 郭慧高, 寇永渊. 2018: 金属矿山深部巷道围岩分区破裂现场监测研究. 工程地质学报, 26(s1): 710-715. DOI: 10.13544/j.cnki.jeg.2018251
    HUI Xin, MA Fengshan, GUO Jie, GUO Huigao, KOU Yongyuan. 2018: FIELD MONITORING OF ZONAL DISINTEGRATION OF DEEP ROADWAY IN A METAL MINE. JOURNAL OF ENGINEERING GEOLOGY, 26(s1): 710-715. DOI: 10.13544/j.cnki.jeg.2018251
    Citation: HUI Xin, MA Fengshan, GUO Jie, GUO Huigao, KOU Yongyuan. 2018: FIELD MONITORING OF ZONAL DISINTEGRATION OF DEEP ROADWAY IN A METAL MINE. JOURNAL OF ENGINEERING GEOLOGY, 26(s1): 710-715. DOI: 10.13544/j.cnki.jeg.2018251

    金属矿山深部巷道围岩分区破裂现场监测研究

    FIELD MONITORING OF ZONAL DISINTEGRATION OF DEEP ROADWAY IN A METAL MINE

    • 摘要: 近年来浅部资源的不断减少使得对深部资源的需求不断增大,国内外千米级以上的深部岩体工程早已成为常态。金川二矿区目前深部工程已经深达1000 m以上,面临着深部开采巷道的工程安全性问题。深部巷道围岩中出现的分区破裂化现象一直是深部工程研究的热点。为监测金属矿山深部巷道中的分区破裂化现象,在金川二矿区700m水平巷道选择了6个断面,每个断面布置2个监测点,借助松动圈监测仪对围岩内部的破裂区范围进行了监测,发现了深部工程围岩的分区破裂化现象。监测结果表明,所监测断面内存在有分区破裂化现象,破裂区的厚度随着距离巷道表面的距离增加而减小,而破碎程度降低,完整程度增加。分区破裂现象的再发现对于深部工程围岩稳定性分析与支护设计方案的改进具有重要的意义。

       

      Abstract: In recent years, the reduction of shallow resources has increased the demand for deep resources. The deep engineering exceeds 1 kilo-meters level has become more normal. The deep engineering of Jinchuan No. 2 Mine is deeper than 1000 m, facing the safe production issues of deep mining. The zonal disintegration phenomenon of the surrounding rock in deep roadway is a research hotspot of deep engineering research. In order to monitor the zonal disintegration phenomenon in the deep tunnel of metal mines, we selected six sections in the 700m horizontal roadway of Jinchuan No.2 Mine, and arranged two monitoring points in each section. By using the surrounding rock loosening zone test machine, we monitored the rupture zone of the surrounding rock and we found the phenomenon of zonal disintegration of surrounding rock in deep engineering. The monitoring results show that there are zonal disintegration parts in the monitored section. The thickness of the rupture zone decreases with the distance from the surface of the roadway, and the fragmentation degree decreases and the integrity increases. The rediscovery of the zonal disintegration is of great significance for the stability analysis of the surrounding rock in deep roadway and the improvement of support design.

       

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