Authors: Barsi, D; Slingerland, N

Open access courtesy of:

DOI https://doi.org/10.36487/ACG_repo/2515_78

Cite As:
Barsi, D & Slingerland, N 2025, 'Complete closure landforms: geomorphic design with commingled tailings and waste rock ', in S Knutsson, AB Fourie & M Tibbett (eds), Mine Closure 2025: Proceedings of the 18th International Conference on Mine Closure, Australian Centre for Geomechanics, Perth, pp. 1-12, https://doi.org/10.36487/ACG_repo/2515_78

Download citation as:   ris   bibtex   endnote   text   Zotero


Abstract:
Traditional mine waste structures (waste rock dumps and tailings facilities requiring dams) have the potential to create long-term physical and chemical stability challenges and often require perpetual monitoring and maintenance. In response to this risk, commingled facilities have been proposed whereby waste rock and dewatered tailings are mixed and co-disposed of in one facility, supporting both physical and chemical stability. Additionally, an often-unrealised benefit of commingled materials is the ability to compact and shape them similarly to natural soils. This work investigated the closure implications of the present (traditional) mine waste management approaches used at mine sites around the world. Failures of closure landforms were investigated and categorised, contributing factors for the failure mode were identified, and potential mitigation or prevention measures identified. The assessment indicated that commingled mine waste materials in combination with a geomorphic landform approach results in substantial opportunities, including reduced long-term monitoring, reduced long-term water treatment, and reduced lifecycle costs.

Keywords: commingled mine waste, geomorphic landform design, opportunity assessment

References:
APEC Mining Task Force 2018, Mine Closure Checklist for Governments,
Barsi, D & Wilson, GW 2023, ‘General properties of commingled materials for mix designs’, Minerals, vol. 14, no. 1,
Burden, R 2021, Using Co-Disposal Techniques to Achieve Stable “Dry-Stacked” Tailings: Geotechnical Properties of Blended Waste Rock and Tailings in Oil Sands and Metal Mining, PhD thesis, University of Alberta, Edmonton.
CSP2 2025, TSF Failures 1915-15Apr25, spreadsheet,
ICOLD-UNEP 2001, Tailings Dams Risk of Dangerous Occurrences—Lessons Learnt From Practical Experiences, Bulletin 121.
International Network for Acid Prevention 2024, Global Acid Rock Drainage Guide, Chapter 11: Sustainable Mine Closure,
Manuelzao 2022, Estrutura de Mina da Vallourec se Rompe em Nova Lima (Vallourec Mine Structure Collapses in Nova Lima),
Martin, V, Al-Mamun, M & Small, A 2019, ‘CDA technical bulletin on tailings dam breach analyses’, in J Tournier, T Bennett & J Bibeau (eds), Sustainable and Safe Dams Around the World, CRC Press, Boca Raton, pp. 3484–3498,
/9780429319778-313
Morgenstern, NR, Vick, SG & Van Zyl, D 2015, Report on Mount Polley Tailings Storage Facility Breach. Independent Expert Engineering Investigation and Review Panel, Province of British Columbia, Ministry of Energy and Mines,
Morgenstern, NR, Vick, SG, Viotti, CB & Watts, BD 2016, Report on the Immediate Causes of the Failure of the Fundão Dam. Fundão Tailings Dam Review Panel, Cleary Gottlieb Steen & Hamilton LLP,
O’Brien, JS 1986, Physical Processes, Rheology And Modeling Of Mud Flows, PhD thesis, Colorado State University, Fort Collins.
Robertson, PK, de Melo, L, Williams, DJ & Wilson, GW 2019, Report of the Expert Panel on the Technical Causes of the Failure of Feijão Dam I,
Wickland, BE 2006, Volume Change and Permeability of Mixtures of Waste Rock and Fine Tailings, PhD thesis, University of Saskatchewan, Saskatoon.




© Copyright 2025, Australian Centre for Geomechanics (ACG), The University of Western Australia. All rights reserved.
View copyright/legal information
Please direct any queries or error reports to repository-acg@uwa.edu.au