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The Mine Working's Roof Stress-strain State Research in the Perspective of Development of New Coal Deposits of Kuzbass

机译:矿井工作屋顶应力 - 应变状态研究,以Kuzbass新煤矿床开发的视角

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摘要

The present now normative and information base is regulating of the Kuzbass coal seams treatment but is not considering of the mining-geological and mining-engineering conditions for new coal deposits. The analysis of works for the research of the rock pressure manifestation shows that in many cases numerous results require of the practical confirmation in mine conditions directly, and also confirmation by the physical models. This work reflects one of the stages of research on changing the stress-strain state of the massif with the formation of unloading zones, increased rock pressure, and recovery. As an example, the results of the information analysis obtained by means of contour and depth benchmarks on the ventilation drift in the course of the 34 seam treatment at the “Tagaryshskaya” mine are presented. The differences of the analyzed results from the results obtained in the conditions of other mines are established. The values of the drift's roof stratification on the contour and at the distance from the contour of 1.0 to 4.0 m are given. The revealed maximums of the rock pressure and pressure changes in the hydraulic supports of the complex used for movement are presented. Recommendations on the choice of the anchor's length taking into account the roof stratification size are given. The further research stages on models from equivalent materials at various geometric scales are proposed.
机译:现在现在的规范和信息基础是对Kuzbass煤层处理的调节,而不是考虑新煤矿的采矿地质和采矿工程条件。岩石压力表现研究的作品分析表明,在许多情况下,许多结果直接在矿井条件下实际确认,并通过物理模型确认。这项工作反映了一种关于改变质量应力状态的研究阶段之一,随着卸载区域的形成,增加岩石压力和恢复。作为示例,提出了通过在“TagaryShskaya”矿井的34个接缝处理过程中通过轮廓和深度基准获得的信息分析的结果。建立了分析结果与其他地雷条件下获得的结果的差异。给出了轮廓上的漂移屋顶分层的值,并在距离1.0至4.0米的轮廓的距离处。呈现出用于运动的复合物的液压支撑件的岩石压力和压力变化的透露的最大值。给出了考虑到屋顶分层尺寸的锚的长度选择的建议。提出了来自各种几何尺度的等效材料模型的进一步研究阶段。

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