Williams, DJ, Price, G & Li, H 2011, 'Assessing the flowability of bauxite tailings at East Weipa, Queensland', in R Jewell & AB Fourie (eds), Proceedings of the 14th International Seminar on Paste and Thickened Tailings
, Australian Centre for Geomechanics, Perth, pp. 367-379, https://doi.org/10.36487/ACG_rep/1104_32_Williams
Given the potential for the failure of mine tailings storage facilities, and the potential devastation to downstream life and property should a failure occur, it is incumbent on the operators of mine tailings storage facilities to ensure that the tailings are deposited and contained in such a way that minimises the risk that the tailings would flow in the event of a breach of the containment structure. The paper presents the results of field and laboratory investigations to assess the potential flowability of bauxite tailings at East Weipa, Queensland.
AS 1289, Methods of Testing Soils for Engineering Purposes, Standards Australia.
GHD (2009) Investigations of East Weipa Bauxite Tailings Storage Facility, Report to Rio Tinto Alcan.
Rico, M., Benito, G., Salgueiro, A.R., Herrero, A.D. and Pereira, H.G. (2008) Reported tailings dam failures – A review of the European Incidents in the worldwide context, Journal of Hazardous Materials, Vol. 152, pp. 846–852.
Sammarco, O. (2006) Impacts of tailings flow slides, Mine Water and Environment, Vol. 18, No. 1, pp. 75–80.
Swarbrick, G.E. and Fell, R. (1992) Modelling desiccating behaviour of mine tailings, ASCE Journal of Geotechnical Engineering, Vol. 118, No. 4, pp. 540–557.
UNEP and ICOLD (2001) Tailings Dams, Risks of Dangerous Occurrences, Lessons Learnt from Practical Experiences, Bulletin No. 121.