ResearchSpace

Violent failure of a remnant in a deep South African gold mine

Show simple item record

dc.contributor.author Durrheim, RJ en_US
dc.contributor.author Haile, A en_US
dc.contributor.author Roberts, MKC en_US
dc.contributor.author Schweitzer, JK en_US
dc.contributor.author Spottiswoode, SM en_US
dc.contributor.author Klokow, JW en_US
dc.date.accessioned 2007-01-12T13:28:29Z en_US
dc.date.accessioned 2007-06-07T10:03:53Z
dc.date.available 2007-01-12T13:28:29Z en_US
dc.date.available 2007-06-07T10:03:53Z
dc.date.issued 1998-04-15 en_US
dc.identifier.citation Durrheim, RJ, et al. 1998. Violent failure of a remnant in a deep South African gold mine. Tectonophysics, vol 289, 3 January, pp 105-116 en_US
dc.identifier.issn 0040-1951 en_US
dc.identifier.uri http://hdl.handle.net/10204/1410 en_US
dc.identifier.uri http://hdl.handle.net/10204/1410
dc.description.abstract The violent failure of a peninsular remnant at a depth of 2300 m below surface occurred in a mine in the Carletonville Goldfield of South Africa, severely damaging a stope mining the Ventersdorp Contact Reef (VCR). At the rockburst site the VCR is 1-2 m thick with a lava hanging wall and quartzite/conglomerate footwall. The remnant had been formed as the result of a fault and 'roll' encountered during mining. Observations at the rockburst site led the authors to conclude that the seismic event, with local magnitude of 2.1, resulted from failure of the remnant with attendant movement into the workings. The event could not be explained by a single shear slip. Two different damage mechanisms were identified. Firstly, the face and footwall on the east side of the remnant were violently ejected into the void between the original face and first line of timber packs following failure and dilation of the remnant and its foundation. Secondly, the hanging wall on the south side of the remnant fragmented and collapsed when subjected to intense seismic shaking. This response was due to the presence of a bedding-parallel fault and calcite-coated joints in the vicinity of a 'roll'. The stope support system failed to contain the seismically fragmented rock. en_US
dc.format.extent 3585547 bytes en_US
dc.format.mimetype application/pdf en_US
dc.language.iso en en_US
dc.publisher Elsevier Science BV en_US
dc.rights Copyright: 1998 Elsevier Science BV en_US
dc.subject Mining induced seismicity en_US
dc.subject Pillar design en_US
dc.subject Rock engineering en_US
dc.subject Geophysics en_US
dc.subject Rock bursts en_US
dc.title Violent failure of a remnant in a deep South African gold mine en_US
dc.type Article en_US
dc.identifier.apacitation Durrheim, R., Haile, A., Roberts, M., Schweitzer, J., Spottiswoode, S., & Klokow, J. (1998). Violent failure of a remnant in a deep South African gold mine. http://hdl.handle.net/10204/1410 en_ZA
dc.identifier.chicagocitation Durrheim, RJ, A Haile, MKC Roberts, JK Schweitzer, SM Spottiswoode, and JW Klokow "Violent failure of a remnant in a deep South African gold mine." (1998) http://hdl.handle.net/10204/1410 en_ZA
dc.identifier.vancouvercitation Durrheim R, Haile A, Roberts M, Schweitzer J, Spottiswoode S, Klokow J. Violent failure of a remnant in a deep South African gold mine. 1998; http://hdl.handle.net/10204/1410. en_ZA
dc.identifier.ris TY - Article AU - Durrheim, RJ AU - Haile, A AU - Roberts, MKC AU - Schweitzer, JK AU - Spottiswoode, SM AU - Klokow, JW AB - The violent failure of a peninsular remnant at a depth of 2300 m below surface occurred in a mine in the Carletonville Goldfield of South Africa, severely damaging a stope mining the Ventersdorp Contact Reef (VCR). At the rockburst site the VCR is 1-2 m thick with a lava hanging wall and quartzite/conglomerate footwall. The remnant had been formed as the result of a fault and 'roll' encountered during mining. Observations at the rockburst site led the authors to conclude that the seismic event, with local magnitude of 2.1, resulted from failure of the remnant with attendant movement into the workings. The event could not be explained by a single shear slip. Two different damage mechanisms were identified. Firstly, the face and footwall on the east side of the remnant were violently ejected into the void between the original face and first line of timber packs following failure and dilation of the remnant and its foundation. Secondly, the hanging wall on the south side of the remnant fragmented and collapsed when subjected to intense seismic shaking. This response was due to the presence of a bedding-parallel fault and calcite-coated joints in the vicinity of a 'roll'. The stope support system failed to contain the seismically fragmented rock. DA - 1998-04-15 DB - ResearchSpace DP - CSIR KW - Mining induced seismicity KW - Pillar design KW - Rock engineering KW - Geophysics KW - Rock bursts LK - https://researchspace.csir.co.za PY - 1998 SM - 0040-1951 T1 - Violent failure of a remnant in a deep South African gold mine TI - Violent failure of a remnant in a deep South African gold mine UR - http://hdl.handle.net/10204/1410 ER - en_ZA


Files in this item

This item appears in the following Collection(s)

Show simple item record