变厚煤层沿空留巷变形破坏原因及规律

    Causes and Laws of Deformation and Failure of Roadway Along Gob in Thickened Coal Seam

    • 摘要: 为揭示变厚煤层沿空留巷变形破坏原因及规律,理论分析了不同开采高度对沿空留巷的影响,并利用数值模拟分析了变厚煤层沿空留巷的围岩变形情况和应力分布规律。研究结果表明:煤层厚度增大,顶板下沉量增大,充填体所需支护阻力、充填宽度和回转角度增加,充填体变形破坏严重并向巷道内移,在巷道实体煤帮和帮角处产生应力集中,应力峰值向深部延伸。厚度较小时,巷道变形不显著,但实体煤帮应力集中,存在变形隐患。

       

      Abstract: To reveal the cause and law of the deformation and failure of the roadway along the goaf, the influence of different mining height on gob-side entry retaining is analyzed theoretically. The surrounding rock deformation and stress distribution of gob-side entry retaining of thickened coal seam are analyzed by numerical simulation. The results show that the thickness of the coal seam increases, the subsidence of the roof increases, the support resistance, the filling width and the angle of rotation are increased, the backfill body is seriously deformed and damaged and moves inward to the roadway, and the stress concentration occur at the solid coal and angle of the roadway, and the peak stress is extended to the deep part. When the thickness is small, the deformation of the roadway is not significant, but the stress of the solid coal side is concentrated, and there is a hidden danger of deformation.

       

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