Technological conditions for ensuring the stability of the array of enclosing rocks during the fastening of mine workings

E. Khalikova, V. Demin, T. Demina, D.S. Syzdykbaeva, Sh.Sh. Zairov
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Abstract

Ensuring the stability of the array of enclosing rocks during the fastening of mine workings is possible only if there is a highly efficient technology for conducting and maintaining workings. For fixing the mining, taking into account the technological stratification of coal-bearing massifs, a method using anchor fastening technology is recommended. The effect of the proposed method of fastening workings is that high reliability of fastening is ensured, and the volume of labor-intensive processes to combat the collapse and stratification of rocks is reduced. The stability of the contours of preparatory workings, taking into account their stress-strain state, depending on mining, geological, and technological factors of factors using the finite element method, is investigated. The boundaries of the area of inelastic deformations are determined by the method of successive loadings. The parameters of deformation of the lateral rocks of the mine workings from the angle of incidence of the formation and the depth of anchoring are considered.
在固定矿井巷道时确保围岩阵列稳定性的技术条件
只有有一种高效的指导和维持工作的技术,才能保证矿山工作紧固过程中围岩阵列的稳定性。在固定矿山时,考虑到含煤岩体的技术分层,推荐采用锚固技术。所提出的紧固工作方法的效果是保证了紧固工作的高可靠性,并减少了与岩石坍塌和分层作斗争的劳动密集型工序的体积。利用有限元法研究了考虑应力-应变状态、采矿因素、地质因素和工艺因素等因素的准备工作面轮廓的稳定性。采用逐次加载法确定了非弹性变形区域的边界。从地层入射角和锚固深度两方面考虑了巷道围岩的变形参数。
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