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Application of short rockbolts in ultradeep tabular stoping

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dc.contributor.author Roberts, MKC en_US
dc.contributor.author Lamos, RA en_US
dc.contributor.author Murphy, SK en_US
dc.date.accessioned 2006-10-12T09:49:41Z en_US
dc.date.accessioned 2007-06-07T10:04:23Z
dc.date.available 2006-10-12T09:49:41Z en_US
dc.date.available 2007-06-07T10:04:23Z
dc.date.issued 2004-04 en_US
dc.identifier.citation Roberts, MKC, Lamos, RA and Murphy SK. 2004. The application of short rockbolts in ultradeep tabular stoping. International journal of rock mechanics and mining sciences, Volume 41(3), p 544. en_US
dc.identifier.uri http://hdl.handle.net/10204/924 en_US
dc.identifier.uri http://hdl.handle.net/10204/924
dc.description.abstract Most rock related fatalities and injuries in South African gold mines occur in the stope face area. These mines generally do not use rockbolts to support this area. This paper describes short rockbolt applications in the stope face area in a narrow tabular ultradeep Carbon Leader stope. The project began with the geotechnical definition of the generic Carbon Leader Reef hangingwall and the design of a short rockbolt support system to stabilise this hangingwall. In the paper the implementation efficiency of the bolting system is described. The quantification of ground conditions was undertaken by comparing bolted and unbolted portions of the stope face. This was done by using hangingwall profiling and stoping width measurements. Some numerical modelling is presented showing the benefits of bolting in the Carbon Leader Reef geotechnical area. The paper then briefly covers short bolt reinforcement design problems that still have to be overcome, such as quantifying and matching the bolt requirements of strength and yieldability and the reinforcement zone of influence of bolts, which is related to bolt spacing, in seismically active conditions. Empirical data under seismically active conditions is still required for rockbolt design purposes. en_US
dc.format.extent 320435 bytes en_US
dc.format.mimetype application/pdf en_US
dc.language.iso en en_US
dc.publisher International Journal of Rock Mechanics and Mining Sciences en_US
dc.rights Copyright: the publishers en_US
dc.subject Rockbolt en_US
dc.subject Ground improvements en_US
dc.subject Tabular stopes en_US
dc.subject Ultradeep en_US
dc.subject Seismicity en_US
dc.title Application of short rockbolts in ultradeep tabular stoping en_US
dc.type Article en_US
dc.identifier.apacitation Roberts, M., Lamos, R., & Murphy, S. (2004). Application of short rockbolts in ultradeep tabular stoping. http://hdl.handle.net/10204/924 en_ZA
dc.identifier.chicagocitation Roberts, MKC, RA Lamos, and SK Murphy "Application of short rockbolts in ultradeep tabular stoping." (2004) http://hdl.handle.net/10204/924 en_ZA
dc.identifier.vancouvercitation Roberts M, Lamos R, Murphy S. Application of short rockbolts in ultradeep tabular stoping. 2004; http://hdl.handle.net/10204/924. en_ZA
dc.identifier.ris TY - Article AU - Roberts, MKC AU - Lamos, RA AU - Murphy, SK AB - Most rock related fatalities and injuries in South African gold mines occur in the stope face area. These mines generally do not use rockbolts to support this area. This paper describes short rockbolt applications in the stope face area in a narrow tabular ultradeep Carbon Leader stope. The project began with the geotechnical definition of the generic Carbon Leader Reef hangingwall and the design of a short rockbolt support system to stabilise this hangingwall. In the paper the implementation efficiency of the bolting system is described. The quantification of ground conditions was undertaken by comparing bolted and unbolted portions of the stope face. This was done by using hangingwall profiling and stoping width measurements. Some numerical modelling is presented showing the benefits of bolting in the Carbon Leader Reef geotechnical area. The paper then briefly covers short bolt reinforcement design problems that still have to be overcome, such as quantifying and matching the bolt requirements of strength and yieldability and the reinforcement zone of influence of bolts, which is related to bolt spacing, in seismically active conditions. Empirical data under seismically active conditions is still required for rockbolt design purposes. DA - 2004-04 DB - ResearchSpace DP - CSIR KW - Rockbolt KW - Ground improvements KW - Tabular stopes KW - Ultradeep KW - Seismicity LK - https://researchspace.csir.co.za PY - 2004 T1 - Application of short rockbolts in ultradeep tabular stoping TI - Application of short rockbolts in ultradeep tabular stoping UR - http://hdl.handle.net/10204/924 ER - en_ZA


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