Geotechnical justification of primary cutting of the ore body of rich ore deposits of “Glubokaya” mine using methods of stepwise numerical simulation under gravitational-tectonic stress field conditions

Q4 Engineering
A. A. Davydov, M. A. Sonnov, A.Ye. Rumyantsev, Yu.Yu. Golovchenko, A. V. Trofimov
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引用次数: 0

Abstract

With regard to mining at depths the issues of ensuring the chambers stability, the choice of their orientation and the support selection still at the design stage are particularly relevant. At depths, near large tectonic disturbances, the factor of natural rock pressure starts to play a defining role in the underground structures stability, and the constant growth of requirements for improving safety of underground structures predetermines the need to incorporate modern approaches to identify the stressstrain state using numerical simulation. Making design decisions without simulation can lead to a decrease in economic performance and production safety, and sometimes entail the impossibility of full recovery of reserves. The finite element simulation used in this work as one of the main methods for determining the optimal option for primary cutting of the ore body and mining a rich ore body located in close proximity to large-scale tectonic disturbance that provokes a complex stress state of the ore body itself. On a practical level, the finite element method can be discredited, and therefore a description of the sequence of techniques for constructing and calibrating finite element models of primary cutting of the ore body (mining options) is required for correct identification of the most suitable mining option, that is done in this work. The integrated approach includes: formation of complex spatial geometric model of ore bodies, taking into account the morphology of bedding; separation of the model into stages of development and forming different variants of development; determination of borderline conditions for Cauchy tensor correct task; determination of deformation model and assignment of physical and mechanical parameters; carrying out verification calculations; calculation of all model variants, their analysis and selection of the most optimal ore deposit mining technique; interpolation of data into geomechanical block model for the possibility of selecting and substantiating the supports parameters and calculating the stability of chambers using analytical tools.
用重力-构造应力场条件下逐步数值模拟方法对“格鲁博卡亚”矿富矿床矿体初切进行了岩土工程论证
对于深部采矿来说,确保硐室的稳定性、硐室方向的选择以及仍在设计阶段的支护选择等问题尤为重要。在深部,在大的构造扰动附近,天然岩石压力因素开始对地下结构的稳定性起决定性作用,而提高地下结构安全性要求的不断增长,预先决定了需要结合现代方法来识别应力-应变状态,使用数值模拟。在没有模拟的情况下做出设计决策可能会导致经济效益和生产安全性的下降,有时还会导致储量无法完全开采。本文采用有限元模拟作为确定矿体一次切割的最佳方案和开采靠近大型构造扰动的富矿体的主要方法之一,这些构造扰动会引起矿体本身的复杂应力状态。在实践层面上,有限元方法可能是不可信的,因此,为了正确识别最合适的采矿方案,需要描述构建和校准矿体初级切割(采矿方案)的有限元模型的技术序列。综合方法包括:建立考虑层理形态的复杂矿体空间几何模型;将模型划分为发展阶段,形成不同的发展变体;柯西张量正确任务边界条件的确定确定变形模型,分配物理力学参数;进行验证计算;计算所有模型变量,对其进行分析并选择最优的矿床开采工艺;将数据插值到地质力学块体模型中,以便选择和确定支护参数,并利用分析工具计算硐室的稳定性。
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
Gornaya Promyshlennost
Gornaya Promyshlennost Engineering-Industrial and Manufacturing Engineering
CiteScore
1.10
自引率
0.00%
发文量
100
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