李鑫, 苏有文, 王宽宽, 翁月霞, 周海波. 采空区群条件下某露天矿高陡边坡稳定性分析[J]. 中国矿业, 2023, 32(4): 66-71. DOI: 10.12075/j.issn.1004-4051.2023.04.001
    引用本文: 李鑫, 苏有文, 王宽宽, 翁月霞, 周海波. 采空区群条件下某露天矿高陡边坡稳定性分析[J]. 中国矿业, 2023, 32(4): 66-71. DOI: 10.12075/j.issn.1004-4051.2023.04.001
    LI Xin, SU Youwen, WANG Kuankuan, WENG Yuexia, ZHOU Haibo. Stability analysis for an open-pit slope under the condition of goaf group[J]. CHINA MINING MAGAZINE, 2023, 32(4): 66-71. DOI: 10.12075/j.issn.1004-4051.2023.04.001
    Citation: LI Xin, SU Youwen, WANG Kuankuan, WENG Yuexia, ZHOU Haibo. Stability analysis for an open-pit slope under the condition of goaf group[J]. CHINA MINING MAGAZINE, 2023, 32(4): 66-71. DOI: 10.12075/j.issn.1004-4051.2023.04.001

    采空区群条件下某露天矿高陡边坡稳定性分析

    Stability analysis for an open-pit slope under the condition of goaf group

    • 摘要:

      采空区是威胁矿山安全的重要危险源之一, 对采空区进行稳定性分析、安全评价和治理研究已成为国内外矿山研究领域的重要课题。本文利用某露天矿山已有的采空区形态模型数据, 采用3D Mine软件建立高精度露天矿含采空区的三维工程地质模型, 运用FLAC3D软件及GEO-Slope软件, 采用极限平衡理论方法进行数值模拟计算分析露天边坡稳定性。研究结果表明:赋存采空区状态下, 采空区周围拉应力已达到283 kPa, 在一定范围内会影响岩体稳定性; 通过采空区位移变形规律发现, 局部移动变形较为明显, 但矿山露天边坡没有发生整体移动变形; 典型剖面A-A及剖面B-B极限平衡安全系数Fs均大于临界值1.2, 边坡处于稳定状态, 符合安全要求。按照现有设计方案, 随着露天矿开采的深入, 采空区群对边坡稳定性影响较小。

       

      Abstract:

      Goaf is an important hazard source that threatens mine safety, so the stability analysis, safety evaluation and management of goaf have become an important subject in mine research field at home and abroad.In this paper, based on the existing shape model data of the goaf in an open-pit mine, 3D Mine software is used to establish a three-dimensional engineering geological model with goaf in high-precision open-pit mine.FLAC3Dand GEO-Slope softwares are used to conduct numerical simulation calculation and analyze the stability of open-pit slope by using limit equilibrium theory.The analysis results show that under the condition of occurrence of goaf, the tensile stress around goaf has reached 283 kPa, which will affect the stability of rock mass in a certain range.According to the displacement deformation rule of goaf, the local displacement deformation is obvious, but there is no overall displacement deformation of the open slope.The limit equilibrium safety factor Fsof typical section A-A and section B-B is greater than critical value of 1.2.The slope is in the optimal stable state and meets the safety requirements.According to the existing design scheme, with the development of open-pit mining, the goaf group has little influence on the slope stability.

       

    /

    返回文章
    返回