蠕变条件下煤层顶板稳定机理分析及应用研究

Mechanism analysis and application of coal seam roof stabilization under creep conditions

  • 摘要: 为研究梯形断面综掘巷道掘进过程期间,巷道轴向不同深度应力分布规律,采用FLAC3D软件模拟巷道掘进过程。基于分数阶理论完成分数阶蠕变模型的建立,并在FLAC3D软件中完成二次构建;通过对各岩层赋予不同蠕变模型,模拟不同岩性岩层应力分布,分析巷道轴向不同位置应力分布,再通过模拟不同条件下应力分布影响因素,得出巷道顶板变形在时空上呈动态变化的过程,顶板上下位岩层应力在支护区、空顶区、扰动区以及原岩区呈渐次演化规律,且不同条件下顶板稳定性不同。

     

    Abstract: In order to study the stress distribution law of different depths in the axial direction of the roadway during the tunneling process of the trapezoidal-section excavation roadway, FLAC3D software is used to simulate the roadway tunneling process.Based on the fractional-order theory, the fractional-order creep model is established, and the secondary construction is completed in FLAC3D software.By assigning different creep models to different rock layers, simulating the stress distribution of rock layers with different lithology, analyzing the stress distribution at different locations in the axial direction of the roadway, and simulating the influential factors of the stress distribution in different conditions, it is concluded that the deformation of the roof of the roadway is a dynamic process in space and time, and the roof and floor rock stresses in the support zone, hollow roof zone, disturbed zone, and original rock zone are all in the process of dynamic evolving change, and the stability of the roof is different under different conditions.

     

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