Proceedings of the First Asia Pacific Slope Stability in Mining Conference 2016
DOI: 10.36487/acg_rep/1604_11_sweeney
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Geotechnical analyses for risk management of a large scale failure at Century mine, Northwest Queensland

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“…Wedge and planar failures emerged consistently along Page Creek Fault, which intercepted continuous, undulating bedding planes, oriented within 20° of the strike of the pit slope. Sweeney and Abbott (2015) report that in February 2012, after two months of high rainfall, prism data highlighted that a problem was emerging on the south and West Walls of the pit. A design change was undertaken to contain a large-scale planar failure against Page Creek Fault on the South Wall.…”
Section: Stage 8 Cutback Instabilitymentioning
confidence: 99%
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“…Wedge and planar failures emerged consistently along Page Creek Fault, which intercepted continuous, undulating bedding planes, oriented within 20° of the strike of the pit slope. Sweeney and Abbott (2015) report that in February 2012, after two months of high rainfall, prism data highlighted that a problem was emerging on the south and West Walls of the pit. A design change was undertaken to contain a large-scale planar failure against Page Creek Fault on the South Wall.…”
Section: Stage 8 Cutback Instabilitymentioning
confidence: 99%
“…In conjunction with various forms of characterisation, analysis and monitoring (Kurucuk and Sweeney 2012; Sweeney and Abbott 2015; Salvoni et al 2015a; Salvoni et al 2015b), the modelling results presented herein assisted mine personnel implement a management plan that allowed successful recovery of the ore that was deemed at risk.…”
Section: Introductionmentioning
confidence: 99%
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