Study of Rock Mass Stability Decrease due to Underground Mining

Q3 Engineering
V. Golik, S. Maslennikov, A. Rodriguez, V. Anischenko
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引用次数: 0

Abstract

The optimization of underground mining processes is carried out based on rational use of energy for obtaining preset broken ore size. The effective optimization requires correct assessment of the properties of the rock mass to be broken. Energy management requires assessment of rock mass stability decrease due to impact of natural and technogenic stresses. To make adjustments to the general energy management model, information on the rock mass structure is required to be obtained by geophysical methods. To optimize broken rock/ore size (to minimize oversized or excessively crushed mineral fraction yield during breaking), blasting energy application should be regulated and smart. The study is aimed at assessing the effectiveness of using geophysical methods for the prompt and correct assessment of rock and backfill mass condition during underground mining of mineral deposits. Decreasing stability of rock masses is assessed using the method of electrometric surveys in noncore exploratory boreholes. Rock mass stability study allowed revealing correlation and dependencies between the studied parameters. Effectiveness of using geophysical methods for differentiating natural and technogenic masses by degree of decreasing their stability due to geological and technogenic stresses. To determine the coefficient of decreasing rock mass stability based on rock apparent resistivity data, electrometric logging was used. This allowed to differentiate rock mass by the degree of decreasing rock mass stability based on the revealed dependency. The features of the geophysical survey components are described in details. The methodology and findings of the underground electric sounding using a sequential gradient electrode system at specific metal deposit are presented, including using theoretical curves and determining rock conductivity and the distance to workings. Besides, correctness of the geophysical method findings was assessed differentially. The assessment was prepared for decreasing rock mass stability based on electrometric logging data, and for advance outlining heterogeneity zones in rock masses by electric sounding along working walls. Based on findings of the conducted experimental work on revealing structural boundaries within rock mass, the method of electric sounding along working walls was recommended for application in practice. As for the studied borehole electric sounding application, the convergence of the experimental and theoretical curves is insufficient to recommend the method for practical application.
地下开采降低岩体稳定性的研究
地下采矿工艺的优化是在合理利用能量的基础上进行的,以获得预设的破碎矿石尺寸。有效的优化需要对待破碎岩体的性质进行正确的评估。能源管理要求评估由于自然应力和技术应力的影响而导致的岩体稳定性下降。为了调整通用能源管理模型,需要通过地球物理方法获得岩体结构信息。为了优化破碎岩石/矿石的尺寸(以最大限度地减少破碎过程中超大或过度破碎的矿物部分产量),应调节和智能地应用爆破能量。本研究旨在评估在矿床地下开采过程中使用地球物理方法快速、准确地评估岩石和回填体状况的有效性。使用非核心勘探钻孔中的电测测量方法来评估岩体稳定性的降低。岩体稳定性研究揭示了研究参数之间的相关性和相关性。使用地球物理方法通过地质和技术成因应力降低其稳定性的程度来区分自然和技术成因物质的有效性。为了根据岩石视电阻率数据确定岩体稳定性下降系数,采用了电测测井。这允许根据所揭示的相关性,通过岩体稳定性降低的程度来区分岩体。详细描述了地球物理测量组件的特点。介绍了在特定金属矿床使用顺序梯度电极系统进行地下电测深的方法和发现,包括使用理论曲线和确定岩石电导率和到工作区的距离。此外,对地球物理方法结果的正确性进行了不同的评估。该评估是为了根据电测测井数据降低岩体稳定性,并通过沿工作墙的电测深提前勾勒出岩体中的非均质性区域而准备的。根据已进行的揭示岩体内部结构边界的实验工作的结果,建议沿工作壁进行电测深的方法在实践中应用。对于所研究的钻孔电测深应用,实验曲线和理论曲线的收敛性不足以推荐该方法用于实际应用。
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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来源期刊
Gornye nauki i tekhnologii
Gornye nauki i tekhnologii Chemical Engineering-Process Chemistry and Technology
CiteScore
3.00
自引率
0.00%
发文量
22
审稿时长
15 weeks
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