混合矿柱应力分析:集成数值模拟、机器学习和地质统计学,以提高硬岩开采的稳定性

Tawanda Zvarivadza , Hendrik Grobler , Peter Apata Olubambi , Moshood Onifade , Manoj Khandelwal
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摘要

确保硬岩室和矿柱开采中矿柱的稳定性需要精确的应力测定,特别是在复杂的地质环境中,如津巴布韦大堤。传统的经验方法,包括支流面积法(TAM)和科茨方法,已被广泛使用,但往往不能捕捉岩体的各向异性和非均质性。本研究提出了一个先进的矿柱应力确定框架,集成了分析、数值模拟、机器学习和地质统计学技术,以提高预测精度。主要目标是批判性地评估传统方法的局限性,评估数值模型(如有限元法(FEM)和离散元法(DEM))的有效性,探索机器学习模型(包括梯度增强机(GBM)和极端梯度增强(XGBoost))的预测能力,并分析地质统计学技术在改进应力分布空间插值方面的实施情况。利用我们最近在大堤上进行的实际研究,采用了多方法的方法。数值模拟提供了高分辨率的应力分布洞察,而在大型数据集上训练的机器学习模型则展示了卓越的预测性能。结果突出了这些技术的显著优势,机器学习模型在矿柱应力预测中实现了高精度,地质统计学方法有效地绘制了应力变化。研究结果为实时应力监测和主动矿柱设计提供了一种混合方法框架,有助于采矿研究。该研究强调必须在地雷设计中采用动态的、数据驱动的方法,解决传统方法的局限性。它建议采用分析-计算相结合的框架来提高矿柱的稳定性,优化资源开采,并最大限度地降低失效风险。这些进步标志着在结构复杂的环境中向弹性和高效的采矿作业迈出了重要的一步。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Hybrid pillar stress analysis: Integrating numerical modelling, machine learning, and geostatistics for improved stability in hardrock mining
Ensuring pillar stability in hardrock room and pillar mining requires accurate stress determination, particularly in complex geological environments such as the Great Dyke of Zimbabwe. Traditional empirical methods, including the Tributary Area Method (TAM) and Coates’ Method, have been widely used but often fail to capture the anisotropic and heterogeneous nature of rockmasses. This study presents an advanced framework for mine pillar stress determination, integrating analytical, numerical modelling, machine learning, and geostatistical techniques to improve predictive accuracy. The primary objectives are to critically evaluate the limitations of traditional methods, assess the efficacy of numerical models such as Finite Element Method (FEM) and Discrete Element Method (DEM), explore the predictive power of machine learning models including Gradient Boosting Machines (GBM) and Extreme Gradient Boosting (XGBoost), and analyse the implementation of geostatistical techniques for improved spatial interpolation of stress distributions. A multi-method approach is employed, leveraging our recent practical studies conducted on the Great Dyke. Numerical simulations provide high-resolution stress distribution insights, while machine learning models trained on large datasets demonstrate superior predictive performance. The results highlight the significant advantages of integrating these techniques, with machine learning models achieving high accuracy in pillar stress prediction and geostatistical methods effectively mapping stress variations. The findings contribute to mining research by providing a hybrid methodological framework for real-time stress monitoring and proactive pillar design. The study emphasises the necessity of incorporating dynamic, data-driven approaches in mine design, addressing the limitations of conventional methods. It recommends the adoption of a combined analytical-computational framework to enhance pillar stability, optimise resource extraction, and minimise failure risks. These advancements mark a significant step toward resilient and efficient mining operations in structurally complex environments.
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