DETERMINING A RESILIENT STOPE BOUNDARY FOR UNDERGROUND MASS MINING PROJECTS

Author:

Shami-Qalandari Mohammad,Rahmanpour Mehdi,Mahdi Mirabedi S. M.

Abstract

Uncertainty-based stope boundary optimization is a complex part of underground mine planning, especially in mass mining projects and notably block caving. Besides, grade variation and grade uncertainty are significant sources of error in mining projects. This paper presents a procedure to determine a resilient block-cave stope boundary considering the ore grade uncertainties. The procedure applies the floating stope algorithm, the maximum upside/minimum downside, and the value at risk for design evaluation. The floating stope algorithm is customized for block caving and is used to determine the stope boundary over some simulated grade models. The idea fits into a multi-criteria decision-making problem. Finally, the most resilient stope boundary is selected by considering several criteria and the TOPSIS method. According to the results, the resilient stope boundary covers an area where the mineable reserve is 977 Mt with an average copper grade of 0.51%.

Publisher

Faculty of Mining, Geology and Petroleum Engineering

Subject

General Earth and Planetary Sciences,Geology,General Energy,Geotechnical Engineering and Engineering Geology,Water Science and Technology

Cited by 3 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. A modified approach for cut-off grade and production rate optimization in block caving projects;Mining Technology: Transactions of the Institutions of Mining and Metallurgy;2024-07-26

2. Insights and future research directions from a bibliometric mapping of studies in stope layout optimisation;International Journal of Mining, Reclamation and Environment;2024-03-06

3. SELECTION OF THE MOST PROPER UNDERGROUND MINING METHOD FOR KODAKAN GOLD MINE IN IRAN;Rudarsko-geološko-naftni zbornik;2023

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