Development of numerical geomechanical models with different levels of detail using the example of the Angidrit underground mine of the Kayerkansky ore mine

Q4 Engineering Gornaya Promyshlennost Pub Date : 2023-08-25 DOI:10.30686/1609-9192-2023-4-79-88
Yu.Yu. Golovchenko, I.S. Lepekhin, A.E. Rumyantsev, M.A. Sonnov, A.V. Trofimov
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Abstract

As mining conditions are getting more complex, numerical modelling is becoming one of the most promising areas to obtain data for developing efficient technological solutions. However, creation of high-quality numerical models is an extremely labour-intensive and knowledge consumptive task. Optimization of the numerical modelling process is currently highly demanded. The use of global numerical models with a high level of detail not only makes it possible to evaluate the stress-and-strain state of the rock mass over a large area, but also to qualitatively assess some local effects. Such models help to select more correctly the most hazardous areas for designing local calculation models. Thanks to the high level of detail of the simulated underground structure, the global numerical model can act as a "donor" of the initial geometry for local calculation models, and the exported stress tensor can be used as the boundary conditions, which will increase the accuracy of the local numerical simulation. This approach to numerical modelling can significantly improve the quality of numerical simulations. Although the detailed global numerical models can represent some local phenomena of the rock mass response, they should not be taken as a cure-all solution. The results obtained in a global numerical model are rather aggregated and in case of local tasks only indicate the presence of this or that phenomenon in a particular zone, but cannot describe it quantitatively. Therefore, the transition from global to local numerical models is a necessary part of the work. This paper provides an example of a complete cycle of creating a set of detailed global and local numerical models. The cycle includes all stages of development from optimization of the initial geometry to the step-by-step calculation and analysis of the obtained results. Thanks to the approach used, both qualitative and quantitative convergence was achieved with the results of in-situ observations.
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以Kayerkansky矿Angidrit地下矿为例,建立不同细节水平的数值地质力学模型
随着采矿条件变得越来越复杂,数值模拟正成为获取数据以制定有效技术解决方案的最有前途的领域之一。然而,创建高质量的数值模型是一项极其劳动密集型和知识消耗的任务。目前对数值模拟过程的优化提出了很高的要求。采用详细程度高的全局数值模型,不仅可以对大范围岩体的应力应变状态进行评价,而且可以对局部效应进行定性评价。这些模型有助于更准确地选择最危险区域进行局部计算模型的设计。由于模拟地下结构的高细节性,全局数值模型可以作为局部计算模型初始几何的“供体”,导出的应力张量可以作为边界条件,提高了局部数值模拟的精度。这种数值模拟方法可以显著提高数值模拟的质量。虽然详细的全局数值模型可以反映岩体响应的一些局部现象,但不应将其视为包治百病的解决方案。在全局数值模型中获得的结果是相当汇总的,在局部任务的情况下,只表明在特定区域存在这种或那种现象,而不能定量地描述它。因此,从全球数值模式过渡到局部数值模式是这项工作的必要组成部分。本文提供了一个创建一套详细的全局和局部数值模型的完整周期的例子。该周期包括从初始几何形状的优化到逐步计算和分析所获得结果的所有开发阶段。由于采用了这种方法,在定性和定量上都与现场观测结果达到了收敛。
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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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