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dc.contributor.author Naidoo, Kavendra
dc.contributor.author Leach, AR
dc.contributor.author Spencer, D
dc.date.accessioned 2007-12-05T13:19:31Z
dc.date.available 2007-12-05T13:19:31Z
dc.date.issued 2002-08
dc.identifier.citation Naidoo, K, Leach, AR and Spencer, D. 2002. Stope gully support and sidings geometry at all depths and at varying dip. Safety in Mines Research advisory committee, GAP 602, August, 2002, pp 1-232 en
dc.identifier.uri http://hdl.handle.net/10204/1767
dc.description.abstract The report indicates that best practices for gully layouts have been well recognized, but often poorly applied for many years. Recommendations provided in this report do not attempt to develop any new techniques for gully protection. The objective has been to try to provide a guide to the practices that are best adopted under various geotechnical conditions. All recommendations either are, or have been, successfully applied somewhere in the industry. Based on depth and stress environment, a broad-based recommendation for selection of gully geometry has been developed. Based on numerical modelling coupled to underground observation, optimum widths and spans for each mining layout used at different depths is provided as a non-prescriptive guideline. Recommendations for support are based on local observed ground conditions. en
dc.language.iso en en
dc.subject SIMRAC en
dc.subject GAP 602 en
dc.subject Stope gully support en
dc.subject Sidings geometry en
dc.title Stope gully support and sidings geometry at all depths and at varying dip. en
dc.type Presentation en


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