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 |
Conference Presentation |
en |
dc.identifier.apacitation |
Naidoo, K., Leach, A., & Spencer, D. (2002). Stope gully support and sidings geometry at all depths and at varying dip. http://hdl.handle.net/10204/1767 |
en_ZA |
dc.identifier.chicagocitation |
Naidoo, Kavendra, AR Leach, and D Spencer. "Stope gully support and sidings geometry at all depths and at varying dip." (2002): http://hdl.handle.net/10204/1767 |
en_ZA |
dc.identifier.vancouvercitation |
Naidoo 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 . |
en_ZA |
dc.identifier.ris |
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 -
|
en_ZA |