深露天矿陡岩层开采边坡稳定性概率评价

IF 2.8 Q2 MINING & MINERAL PROCESSING
O. Sdvyzhkova, S. Moldabayev, A. Bascetin, D. Babets, E. Kuldeyev, Zh Sultanbekova, Maksat Amankulov, Bakhytzhan Issakov
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引用次数: 3

摘要

意图在开采具有陡峭倾斜层的矿床时,预测地质力学状况的方法开发,考虑到确定岩石性质的不确定性,这是岩体非均质性的结果。方法。露天矿井壁稳定性评估是基于岩石应力-应变状态(SSS)的数值模拟和概率分析相结合。有限元法用于确定由于整个露天矿边坡角度的设计变化而在采矿作业的各个阶段发生的SSS变化。介质的弹塑性模型和莫尔-库仑破坏准则在三维有限元分析程序RS3(Rocscience)的代码中实现。随机模拟用于评估与自然物体状态变化相关的随机风险。调查结果。已经确定了最大剪切应变的分布,它定位了露天矿开采各个阶段的实际或潜在滑动面。根据剪切强度折减程序,确定了露天矿壁强度折减系数(SRF)。揭示了在矿体开采的各个阶段,露天矿壁稳定性损失的可能性,以及强度折减系数低于标准水平的可能性。独创性首次针对深部露天矿的实际开采地质条件,确定了强度折减系数对各陡层开采过程中整体壁倾角变化的依赖性。对于采矿作业的每个阶段,首次基于随机模拟确定了露天矿壁稳定性降低到标准水平以下的概率。实际意义。露天矿轮廓特征(总体边坡角)与概率安全系数之间的比率是确保易碎和坚硬覆盖层开挖、矿石开采各个阶段采矿效率和安全的实际解决方案的基础,也是后续露天矿设计轮廓优化的基础。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Probabilistic assessment of slope stability at ore mining with steep layers in deep open pits
Purpose. A methodology development for predicting the geomechanical situation when mining an ore deposit with steep-dipping layers, taking into account the uncertainty in determining the rock properties, which is a consequence of the rock mass heterogeneity. Methods. The assessment of the open-pit wall stability is based on a combination of numerical simulation of the rock stress-strain state (SSS) and probabilistic analysis. The finite element method is used to determine the changes in the SSS that occur at various stages of mining operations due to design changes in the overall open-pit slope angle. The elastic-plastic model of the medium and the Mohr-Coulomb failure criterion are implemented in the codes of the 3D finite element analysis program RS3 (Rocscience). Stochastic simulation is used to assess random risks associated with natural object state variations. Findings. The distribution of maximum shear strains, which localizes the real or potential sliding surfaces in the open-pit wall at various stages of ore mining, has been identified. Based on the Shear Strength Reduction procedure, the open-pit wall Strength Reduction Factor (SRF) has been determined. The probabilities of open-pit wall stability loss, as well as the decrease in the strength reduction factor below the standard level at all stages of the ore body mining, have been revealed. Originality. For the first time, for real mining-geological conditions of a deep ore open pit, the dependence of the strength reduction factor on the overall wall slope angle, which changes during mining of each steep layer, has been determined. For each stage of mining operations, for the first time, the probability of a decrease in the open-pit wall stability below the standard level has been determined based on stochastic simulation. Practical implications. The ratio between the open-pit contour characteristic (overall slope angle) and the probabilistic safety factor is the basis for practical solutions to ensure the efficiency and safety of mining at various stages of friable and hard overburden excavation, ore extraction, as well as for the subsequent optimization of the open-pit design contours.
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来源期刊
Mining of Mineral Deposits
Mining of Mineral Deposits MINING & MINERAL PROCESSING-
CiteScore
5.20
自引率
15.80%
发文量
52
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