Justification of the parameters for safe blasting of floor rocks in the roadway driven through the hazardous by outbursts sandstones

S. Minieiev, O. Kostrytsia, A. Prusova, Roman Skachko, Oleksandr Dykan, Vira Maltseva
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Abstract

In this article, the authors provide the substantiation of the parameters for safe floor rocks ripping by drilling-and-blasting technique in the roadway driven through the hazardous by outburst sandstones by way of forming an unloaded (nonhazardous by outburst) zone from the side of previously driven roadway. The nomogram of numerical values of stresses is given for the conditions of the Pokrovskoe Mine, 1st northern belt road, panel No. 11. From the given calculations, radius of the unloaded nonhazardous by outburst zone in the vertical and horizontal planes around the driven experimental roadway of the 1st northern belt road, panel No. 11, was obtained with accounting anisotropy, depth of mining operations and rate of deformation. The analysis of the material presented in the article allows to conclude that the unloading effect of the driven roadway predetermines the safety of mining operations conducted in the hazardous by outburst sandstone, and drilling-and-blasting operations within the calculated protected zone can be performed as in the nonhazardous by outburst zone. In this research, regularities of the unloading effect of the roadways were established, and dependences were obtained to determine boundaries of the unloading zones in specific mining and geological conditions, which should be determined for each concrete roadway to perform the blasting operations. The presented justifications come to the fact that drilling-and-blasting operations used for ripping hazardous by outburst rocks in the roadway floor are carried out in the already unloaded (i.e. nonhazardous by outburst) zone, which is created from the same, previously driven, roadway. That is, it follows that drilling-and-blasting operations will be carried out in sandstone with no outburst hazard. This makes it possible to perform the drilling-and-blasting operations without making the forecast of the mine outburst hazard and without introducing the shock blasting mode, which, in turns, cut the time and labor costs and lead to significant savings of material and technical means. A further research is needed for establishing dependence between the size of the formed unloaded (nonhazardous by outburst) zone around the working roadway in sandstone and depth of mining operations, section of the roadway and time passed since the roadway was driven.
对突发性砂岩危害区巷道底板岩安全爆破参数进行了论证
本文通过在原掘进巷道侧面形成一个无突出危险区,论证了钻爆技术在突出危险砂岩掘进巷道中安全拆底板岩的参数。给出了北一带11号盘Pokrovskoe矿的应力数值图。根据给出的计算结果,在考虑各向异性、开采作业深度和变形速率的情况下,得到了北1带试验巷道11号盘掘进巷道周围垂直平面和水平平面上的卸荷无危突出区半径。通过对文章资料的分析可以得出结论:掘进巷道的卸荷效果预先决定了在突出危险砂岩中采矿作业的安全性,在计算出的保护区内的钻爆作业可以像在非突出危险砂岩中一样进行。在本研究中,建立了巷道卸荷效果的规律,获得了在特定采矿和地质条件下确定卸荷区边界的依赖关系,为每条混凝土巷道进行爆破作业确定卸荷区边界。提出的理由是,用于撕裂巷道底板突出危险岩石的钻爆作业是在已经卸载(即没有突出危险)的区域进行的,该区域是由同一条先前开挖的巷道形成的。也就是说,钻孔爆破作业将在没有突出危险的砂岩中进行。这使得钻孔爆破作业可以在不进行矿山突出危险性预测的情况下进行,也可以在不引入冲击爆破方式的情况下进行,从而减少了时间和人工成本,大大节省了材料和技术手段。砂岩工作面巷道周围形成的卸荷(无突出危害)区大小与开采作业深度、巷道断面和巷道掘进时间之间的关系有待进一步研究。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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