Naidoo, KavendraLeach, ARSpencer, D2007-12-052007-12-052002-08Naidoo, 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 1-232http://hdl.handle.net/10204/1767The 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.enSIMRACGAP 602Stope gully supportSidings geometryConference PresentationNaidoo, K., Leach, A., & Spencer, D. (2002). Stope gully support and sidings geometry at all depths and at varying dip. http://hdl.handle.net/10204/1767Naidoo, Kavendra, AR Leach, and D Spencer. "Stope gully support and sidings geometry at all depths and at varying dip." (2002): http://hdl.handle.net/10204/1767Naidoo K, Leach A, Spencer D, Stope gully support and sidings geometry at all depths and at varying dip; 2002. http://hdl.handle.net/10204/1767 .TY - Conference Presentation AU - Naidoo, Kavendra AU - Leach, AR AU - Spencer, D AB - 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. DA - 2002-08 DB - ResearchSpace DP - CSIR KW - SIMRAC KW - GAP 602 KW - Stope gully support KW - Sidings geometry LK - https://researchspace.csir.co.za PY - 2002 T1 - Stope gully support and sidings geometry at all depths and at varying dip TI - Stope gully support and sidings geometry at all depths and at varying dip UR - http://hdl.handle.net/10204/1767 ER -