煤矿巷道顶板层间非连续应力传递规律研究

    Study on the interlayer discontinuous stress transmission law of coal mine roadway roof

    • 摘要: 为了探究煤矿巷道层状顶板的应力传递机制,本研究采用数值模拟方法研究了3种顶板岩层种类和数量不同的模型,分析对岩层应力和位移的影响。工况一为全软岩顶板,工况二为软硬2层组合顶板,工况三为软硬软3层组合顶板。结果表明:含硬质岩石的岩层在稳定性方面明显优于完全软质岩石的组合,硬质岩石的支撑作用降低了应力和位移变化。进一步比较工况二和工况三发现,简单的岩层组合具有更高的稳定性,而复杂组合则增加了应力波动的不确定性。

       

      Abstract: In order to explore the stress transmission mechanism of layered roof in coal mine roadway, three models with different types and quantities of roof rock layers were made by numerical simulation software, and their influence on rock stress and displacement was analyzed. The first condition is all soft rock, the second condition is a combination of soft and hard layers, and the third condition is a combination of soft, hard and soft layers. The results show that the stability of the rock layer containing hard rock is significantly better than that of the combination of completely soft rock, and the supporting effect of hard rock reduces the stress and displacement changes. Further comparison between Case 2 and Case 3 shows that the simple rock formation assemblage has higher stability, while the complex assemblage increases the uncertainty of stress fluctuations.

       

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