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崩落采矿转型安全隔离层厚度的确定

Determination of the thickness of the safe isolation layer in the transition of caving mining

  • 摘要: 某矿山由无底柱分段崩落采矿法转型为充填采矿法的过渡阶段,需预留一定厚度的安全隔离层。采用简化梁法理论计算了隔离层的安全厚度为18.2 m;采用Flac数值模拟软件对现场建模并进行模拟研究以验证理论计算结果。研究发现,充填前后,采空区周围拉应力变化较小,基本保持在0.3 MPa以下,而地表应力基本没有变化。通过对地表位移研究发现,安全隔离层厚度18.2 m时,满足安全生产要求。数值模拟结果与理论计算值一致,表明该值具有合理性。

     

    Abstract: During the transition of a mine from pillarless sublevel caving mining method to filling mining method,safe isolation layer of certain thickness need to be reserved.This paper used the simplified beam method to theoretically calculate the safe thickness of isolation layer in the goaf,which is 18.2 m.The Flac numerical simulation software was used to simulate the field model to verify the theoretical calculation results.The research finds that the tensile stress in the goaf is not changed much before and after filling,basically keeping below 0.3 MPa,while the surface stress remains basically the same.Research on the surface displacement shows that production safety is guaranteed when the thickness of safe isolation layer is 18.2 m.The numerical simulation results are consistent with the theoretical calculation results,verifying the reasonability of the value.

     

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