矿柱稳定性影响因素分析及合理尺寸设计

    Analysis of impact factors of pillar stability and its reasonable size design

    • 摘要: 在回采埋藏较浅的矿床时,往往需要留设永久矿柱来保证地表构筑物的稳定性,在保证矿柱安全的前提下,科学合理地设计矿柱宽度至关重要。本文以某铁矿为研究背景,运用Hoek-Brown强度准则与矿柱面积承载理论推导出了采用充填法的矿山的矿柱安全系数表达式,设计了正交方差试验来分析影响矿柱稳定性因素的敏感性,并研究了矿柱安全系数与各主要影响因素间的定量关系,结果表明:对矿柱稳定性影响最显著的因素为开采深度、充填体水平应力、矿房宽度、矿柱宽度,矿柱安全系数分别与之呈指数递减、指数递增、多项式递减与多项式递增的关系。根据该铁矿开采技术条件,计算出矿房宽度40 m时,矿柱合理宽度为9 m,并用数值模拟验证了其开采合理性。

       

      Abstract: Permanent pillars are often required to ensure the stability of surface structures when mined shallow deposit, design the reasonable width of pillar is important on the premise of pillar safety.The Hoek- Brown strength criterion and the pillar area bearing theory were used to derive the expression of the pillar safety factor based on an iron mine.The authors analyze the sensitivity of influencing factors through the orthogonal test, and study the quantitative relationship between the safety factors of the pillar and the main influencing factors.The results show that the great significant factor is mining depth, horizontal stress of filling, room width and pillar width, the safety factors of the pillar’s relationship between influencing factors are exponential decrement, exponential increment, polynomial decrement and polynomial increment, respectively.The reliability has confirmed when room is 40 m wide and pillar width is calculated is 9 m based on numerical simulation.

       

    /

    返回文章
    返回