徐小马. 巷式充填开采充填体合理强度研究[J]. 煤矿安全, 2017, 48(9): 70-72,76.
    引用本文: 徐小马. 巷式充填开采充填体合理强度研究[J]. 煤矿安全, 2017, 48(9): 70-72,76.
    XU Xiaoma. Study on Reasonable Backfill Strength of Lane Filling Mining[J]. Safety in Coal Mines, 2017, 48(9): 70-72,76.
    Citation: XU Xiaoma. Study on Reasonable Backfill Strength of Lane Filling Mining[J]. Safety in Coal Mines, 2017, 48(9): 70-72,76.

    巷式充填开采充填体合理强度研究

    Study on Reasonable Backfill Strength of Lane Filling Mining

    • 摘要: 以某矿巷式充填开采为工程背景,采用理论计算和数值模拟的方法,分析合理充填体强度。结果表明:理论计算得出充填体合理强度6.67 MPa,数值模拟以隔离煤柱垂直应力和充填体上方顶板下沉量为依据,模拟结果得出充填体合理强度应为0.6~0.8倍的煤体强度,即6~8 MPa,2种方法得到的结果相近,因此设计充填体强度为6~8 MPa。

       

      Abstract: Taking a mine’s lane filling mining as engineering background, theoretical calculation and numerical simulation are used to analyze the reasonable strength of filling body. The results showed that: theoretical calculations showed that the reasonable strength of filling body is 6.67 MPa; numerical simulation obtained that the reasonable strength of filling body is 0.6 to 0.8 times of the coal’s strength, and numerical simulation is based on the results of vertical stress of isolation pillar and roof subsidence above filling body, the two results are similar, so we can design that the filling body’s strength is 6 MPa to 8 MPa.

       

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