Resumo

WATSON, B.P. et al. UG2 pillar strength: Verification of the PlatMine formula. J. S. Afr. Inst. Min. Metall. [online]. 2021, vol.121, n.8, pp.449-456. ISSN 2411-9717.  http://dx.doi.org/10.17159/2411-9717/1491/2021.

The research described in this paper was done to confirm the Upper Group 2 (UG2) PlatMine peak pillar strength formula (Watson et al., 2007), which was determined from a back-analysis of failed and unfailed pillars. Underground measurements were made on a stable pillar that was loaded by firstly reducing it's length and then by mining the surrounding pillars until pillar failure took place. The pillar was instrumented with suitably positioned strain cells and closure meters, which allowed both the average pillar stress and strain to be determined. The paper describes the methodology applied to identify a suitable position for the instrumentation, as well as the results. A stress/strain curve is presented for a UG2 pillar with a w/h ratio of 2.0, at Booysendal Platinum Mine. The measured pillar strength was similar to the predicted strength using the PlatMine pillar strength formula for UG2 pillars. The PlatMine formula has been successfully implemented on Booysendal Platinum Mine, and about 3 670 pillars have been cut without a single failure. An additional revenue of US$1.3 billion was calculated for the 25-year life of the mine as a direct result of the improved pillar design, given the January 2020 platinum group metals basket price. An extended life of mine and better mining efficiencies will also be realized.

Palavras-chave : Pillar strength; UG2; PlatMine formula; chromitite; stress measurements; in-situ pillar behaviour; mining-efficiency; socio-economic benefit.

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