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Journal of the Southern African Institute of Mining and Metallurgy

versão On-line ISSN 2411-9717
versão impressa ISSN 2225-6253

J. S. Afr. Inst. Min. Metall. vol.111 no.4 Johannesburg Abr. 2011

 

JOURNAL PAPER

 

Orepass best practices at South Deep

 

 

J.A. Maree

University of Pretoria

 

 


SYNOPSIS

After the South Deep complex was purchased by Goldfields in 2006 a re-feasibility study was done and the life of mine (LOM) was extended to 52 years. This also implied that the mine's infrastructure would have to be enhanced. One of the changes was the proposal of five new main orepass systems to be excavated before the mine reaches full production in 2013. Excavations started to show signs of scaling, and in some cases, whole new excavations were lost. This particular area was exposed to very high stresses and the geology was prone to body delimination rendering the relevant areas unstable. This paper investigates the conditions at the location of one of the proposed orepass systems, and the best possible orientation was suggested to ensure that the orepass system would be stable and have a practical life. It was, however, found that the fourth leg of the orepass system would require further support to be classified as stable by the chief rock engineer and the section geologist of South Deep. Several support methods and orepass system linings would then be analysed and evaluated to give calculated recommendations on how to productively and practically support an orepass system.

Keywords: Main orepass system, stresses, body delamination, impact and abrasion, rock support, concrete lining


 

 

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References

AYTAMAN, V. Causes of 'hanging' in ore chutes and its solution, Canadian Mining Journal, 1960. pp. 77-81.         [ Links ]

BAILIE, B.C. Method of supporting or replasing orepasses at East Driefontein, Proc. Symp. On orepasses and combustible materials underground, 1992, Johannesburg: Association of Mine Managers South Africa, 1992, pp. 241-248.         [ Links ]

BUES, M.J., IVERSON, S., and STEYWART, B. Application of physical modelling an partical flow analysis to evaluate ore-pass design, Trans. Inst. Min. Metall, 1997.         [ Links ]

DHIR et al. Near-surface characteristics of concrete: abrasion resistance. Mat & Stru, 1991.         [ Links ]

GAY, N.C. The stability of rockpasses in deep mines. Chamber of Mines Research Organisation, Johannesburg, 1992.         [ Links ]

HAGEN, T.O., ACHEAMPONG. Current design, support and maintenance of rockpasses and assessment of practices available at depth. CSIR Division of Mining Technology, Johannesburg, South Africa.         [ Links ]

FRYDA, H., SAUCIER, F., and VAN HEERDEN, D. Elements for effective design of abrasion resistant concretes. The South African Institute of Mining and Metallurgy, Lafarge Aluminates, 2004.         [ Links ]

MURRAY AND ROBERTS. Cementation, 2010.         [ Links ]

YILMAZ, H, Comparison of mechanical properties of shotcrete and thin spray-on liner (TSL), ITA, SAIMM, and SA, 2009.         [ Links ]

STACEY, T.R. Best practice rock engineering handbook for 'other' mines. SRK Consulting. Project Number: OTH 602, 2001.         [ Links ]

PETHÖ, T. Report on the affects de-stressing on the stresses at the deeper levels South Deep Twin Shaft, 2001.         [ Links ]

STRYDOM, W. Report on core at 110 level, 2010.         [ Links ]

 

 

Paper written on project work carried out in partial fulfilment of B. Eng (Mining Engineering)

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