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现代矿业 ›› 2020, Vol. 36 ›› Issue (11): 57-59.

• 采矿工程 • 上一篇    下一篇

复杂地应力井下开采岩体变形规律研究

刘吉祥 朱明 张军奎 苏成哲 闫懂金   

  1. 兰州有色冶金设计研究院有限公司
  • 出版日期:2020-11-25 发布日期:2021-09-26

Research on Deformation Law of Rock Mass Mining in Complex Ground Stress

LIU Jixiang ZHU Ming ZHANG Junkui SU Chengzhe YAN Dongjin   

  1. Lanzhou Engineering & Research Institute of Nonferrous Metallurgy Co.,Ltd.
  • Online:2020-11-25 Published:2021-09-26

摘要: 复杂地应力作用下的千枚岩岩体变形规律复杂,工程岩体问题多。研究复杂地应力作用下岩体变形规律,为解决相关工程问题提供理论依据和技术支持。根据某矿区的应力分布及岩体力学参数,构建三维模型及数值分析模型,设计了6个模拟方案,分析各个监测点的X、Y、Z轴向位移、应力。显示大多数点的位移值都大于变形临界值,在550~600 m中段的综合位移最大,与该区域首先出现裂隙相吻合。掌握了该矿区的岩体变形规律,针对竖井井壁裂纹、地表露天边坡滑动等灾害,制定了长锚索加固、废石充填处理、削坡减载治理方案,指导矿山企业正常生产。

关键词: 千枚岩 地应力 数值模拟 变形规律

Abstract: The deformation law of phyllite rock mass under complex stress is complicated,Engineering rock mass has many problems,Study the deformation law of rock mass under complex stress,Provide theoretical basis and technical support for solving related engineering problems.According to the stress distribution and the rock mass mechanical parameters of a mining area,Build underground threedimensional model and numerical analysis model.Designed 6 simulation schemes,Analysis the X、Y、Z axial displacement and stress at each point,It shows that the displacement value of most points is greater than the critical value of deformation,The maximum comprehensive displacement is between 550 m and 600 m,Coinciding with the first fissure in this area.Master the law of rock mass deformation in the mining area,For disasters such as shaft wall cracks and open slope sliding,Formulate the long anchor cable reinforcement,waste rock filling treatment,slope cutting and load reduction management plan,guiding the normal production of mining enterprises.

Key words: phyllite,ground stress,numerical simulation,deformation law