Narendranathan, S, Johns, C & Ralls, G 2010, 'Incorporating operational flexibility into mine waste management', in R Jewell & AB Fourie (eds), Mine Waste 2010: Proceedings of the First International Seminar on the Reduction of Risk in the Management of Tailings and Mine Waste
, Australian Centre for Geomechanics, Perth, pp. 193-203, https://doi.org/10.36487/ACG_rep/1008_17_Johns
A case study is presented that describes the benefits of optimised slope monitoring of an in-pit tailings
storage facility embankment. As the tailings storage design project quickly advanced from concept to
construction, the original tailings facility design criteria and embankment performance requirements were
progressively modified to meet mine operational requirements. An embankment slope monitoring program
was developed to facilitate safe tailings disposal in close proximity to mining operations.
Beer, A.J. and Narendranathan, S. (2009) Slope Monitoring and Management Aspects, Presentation given at ACG
Seminar: Geotechnical Engineering for Open Pit Mines, June, Brisbane, Queensland, Australian Centre for
Geomechanics, Perth, Australia.
Lane, J.C. (2008) In-pit tailings deposition; what have we learned about this tailings storage option?, in Proceedings of
the Goldfield Environmental Management Group (GEMG) Workshop on Environmental Management, May,
Perth, Western Australia.
Newmark, N.M. (1965) Effects of earthquakes on dams and embankments, Geotechnique, 15:2:139–160.
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