Proceedings of the Fourth International Symposium on Block and Sublevel Caving 2018
DOI: 10.36487/acg_rep/1815_52_davies
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Understanding and managing surface subsidence at New Gold's New Afton block cave operation

Abstract: New Gold's New Afton Mine is a 6 million tonne per year operating mine located 8 km outside of Kamloops,

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Cited by 5 publications
(3 citation statements)
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“…The primary goal of developing the comprehensive monitoring program at New Afton was to support investigation of factors controlling subsidence behaviour, development of a conceptual model of future behaviour, and prediction of future subsidence as described in the companion paper (Davies et al 2018). The phased approach that was taken resulted in a comprehensive instrumentation network that uses simple and inexpensive instruments to characterise large-scale subsidence behaviour, and more complex and expensive instruments to address specific monitoring needs.…”
Section: Discussionmentioning
confidence: 99%
“…The primary goal of developing the comprehensive monitoring program at New Afton was to support investigation of factors controlling subsidence behaviour, development of a conceptual model of future behaviour, and prediction of future subsidence as described in the companion paper (Davies et al 2018). The phased approach that was taken resulted in a comprehensive instrumentation network that uses simple and inexpensive instruments to characterise large-scale subsidence behaviour, and more complex and expensive instruments to address specific monitoring needs.…”
Section: Discussionmentioning
confidence: 99%
“…The majority of the deposit occurs within crystalline and polylithic fragmental volcanics belonging to the Triassic Nicola Group and lesser monolithic intrusive breccias consolidated into a single-host package, which is informally referred to as BXF (Davies 2015). A plan view of geological and structural features at the extraction level is shown in Figure 1.…”
Section: New Afton Block Cave Operationmentioning
confidence: 99%
“…Cumulative vertical deformations observed outside the structure (towards the New Afton TSF) between September 2016 and March 2022 remained below the experiential detection limit (approximately 0.7 m), while those observed within the structure range from approximately 10 to 35 m. The progression of the subsiding ground surface within the structure follows a 'stepped' profile with both vertical and horizontal components of movement; downwards and towards the Lift 1 footprint, as shown in Figure14. This behaviour suggests a toppling kinematic mode along sequential steeply dipping structures subparallel to the orebody within the Nicola Group bedrock unit, with the movements in the overlying till and waste rock units responding to this mechanism(Davies et al 2018;Kamp et al 2020). The magnitude of the horizontal component of movement is likely influenced by the south pit slope deformations (discussed further in Section 5.3).…”
mentioning
confidence: 93%