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极不稳固矿岩无底柱分段崩落采矿法崩矿步距优化数值模拟及应用

Study on numerical simulation of caving step for optimization in pillarless sublevel caving method of extremely unstable rock and its application

  • 摘要: 崩矿步距是无底柱分段崩落采矿法的核心参数,崩矿步距的确定对于降低采矿损失贫化具有重要意义。以太平矿业公司37-2#矿体为研究对象,结合37-2#矿体围岩赋存条件及矿脉形态,采用PFC2D颗粒流数值模拟软件,建立了符合现场实际情况的采场数值模型,确定了放矿过程循环模拟的数值模拟方法。以矿石回收率为指标,通过比较不同工况下数值模拟结果,确定37-2#矿体的崩矿步距为1.25~2.25 m,并进行了现场工业试验,确定了分段高度7 m时的最优崩矿步距为1.50 m,研究成果为现场生产施工提供了理论支持。

     

    Abstract: The caving step is a core parameter of pillarless sublevel caving method,and determination of the caving step is important in reducing mining loss and ore dilution.The 37-2# ore body of Taiping Mining Company was used as the research object,and the stope numerical modeling method of mining process cycle simulation was established by combining the occurrence conditions of rock and mineral vein morphology of 37-2#ore body,using PFC2D grain flow numerical simulation software,which fits the actual situation.Taking the ore recovery rate as an index,the caving step from 37-2# ore body is determined to be 1.25-2.25 m by comparing the numerical simulation results under different working conditions,and an on-site industrial trial is conducted to determine the optimal step to be 1.50 m when sublevel height is 7 m,and the research results provide theoretical support for the on-site production construction.

     

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