分段止动型矿井部分柱的应用。案例研究:Mina Pilar,米纳斯吉拉斯州,巴西。

Michele Souza, R. Lopes, Eric Duarte, Tiago Pedro, I. Saraiva
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引用次数: 0

摘要

在捷豹矿业公司旗下的Pilar地下矿山,上盘不稳定是一个持续的挑战,可能导致相当大的超钻。造成这种不稳定性的最重要因素之一是沿矿体上盘发育的带状铁地层与碳质片岩层之间的接触。在作业、规划、岩石力学和地质学的共同努力下,采取了若干行动,旨在改善采场的稳定性。其中留下的临时肋柱,在分段填石后回收。这个决定在增加稳定性和减少超流方面是成功的,因此它成为一种标准实践。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Aplicação de pilares parciais em lavras do tipo sublevel stoping. Estudo de caso: Mina Pilar, Minas Gerais, Brasil.
: In Pilar underground mine, owned by Jaguar Mining Inc., hanging wall instability is a constant challenge, which can result in considerable overbreak. One of the most important factors involved in this type of instability is the contact between layers of banded iron formation and carbonaceous schist, which occurs along the orebody hanging wall. Several actions have been taken as a joint effort between Operations, Planning, Rock Mechanics and Geology aimed at improving stope stability. Among them is leaving temporary rib pillars, which are later recovered after sublevel rockfilling. This decision was successful in increasing stability and decreasing overbreak, therefore it became a standard practice.
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