露采平台安全厚度与隐伏采空区跨度关系的数值模拟研究

Numerical Analysis on the Relationship between Safe Thickness of Surface Mine Bench and Span of Hidden Goaf

  • 摘要: 准确掌握露采平台安全及下部隐伏采空区的稳定性,是矿山进行安全生产工作的重要前提.为了确定某矿露采平台下部隐伏采空区跨度与露采平台安全厚度之间的关系,通过室内岩石力学实验,获取岩样相应的物理和力学参数;结合摩尔-库仑强度破坏准则,应用FLAC3D数值计算软件,建立三维模型;在一定的空区走向长度(30m)和不同的跨度条件下,以每次10 m的工程进度向地表方向模拟开挖,分析空区顶板临界安全厚度与空区跨度和岩体抗拉强度的相互关系.给出了露采平台安全厚度与空区跨度关系和抗拉强度三者的线性拟合公式,为类似矿山的采矿工作提供借鉴.

     

    Abstract: Accurately understanding of the open-pit mining bench security and the stability of mined-out area is an important prerequisite for work safety in mines. In order to analyze the relationship between the safe thickness of open-pit mining platform and the span of hidden goaf,a series of experiment of rock mechanics was conducted to obtain the basic physic mechanical parameters of the ore rock samples. Combined with Mohr-coulomb criterion,based on the condition of different span of goaf area,specified length of 30 meters of goaf area,with the progress of 10 meters every time to excavate up the worked out section,the three-dimensional simulation model was built up by FLAC3D,and a linear fitting formula as the result was put forward. The result of research has the reference significance for mines with similar rock properties and production condition.

     

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