Authors: Romaniuk, N; McFarlane, L; Hariharan, N

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DOI https://doi.org/10.36487/ACG_repo/2655_08

Cite As:
Romaniuk, N, McFarlane, L & Hariharan, N 2026, 'Utilisation of an engineering calcium aluminosilicate binder for cemented paste backfill with challenging mineralogy', in AB Fourie, M Horta, M Oliveira & S Wilson (eds), Paste 2026: Proceedings of the 28th International Conference on Paste, Thickened and Filtered Tailings, Australian Centre for Geomechanics, Perth, pp. 1-13, https://doi.org/10.36487/ACG_repo/2655_08

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Abstract:
Buoyed by high gold prices and demand for critical minerals like copper, miners are increasingly exploiting underground reserves, often with decreasing ore quality. In underground mining, the utilisation of mine tailings in cemented paste backfill (CPB) is key to maximising extraction and improving economics, while reducing external tailings footprints, providing social license to operate. As new ore bodies are exploited, resulting tailings possess challenging mineralogy that can contain considerable amounts of iron sulphides and/or expansive phyllosilicate minerals, which present significant challenges for CPB operations. Portland cements, such as general use limestone cement, lack the physical and chemical characteristics necessary to achieve strength targets in CPB systems containing elevated sulphate or phyllosilicate minerals, thus forcing operators to rely on alternative binders, such as primarily slag cements, to manage binder cost. The production of ground granulated blast furnace slag (GGBFS), key to producing slag cements, has plateaued and is set to decline as the blast furnaces that produce these slags are replaced with lower carbon intensity electric arc furnaces. Lack of GGBFS poses an existential risk for many CPB operations and necessitates the development of new binder alternatives. This study builds on previous investigations into the development of an engineered calcium aluminosilicate (CAS) binder designed to provide comparable strengths to slag cements in these challenging CPB systems, while maintaining a low embodied carbon footprint and a local supply chain. Key developments further demonstrate beneficial interactions with admixtures, such as plasticisers, commonly employed in challenging CPB operations.

Keywords: cemented paste backfill, pozzolanic reactions, low carbon, slag alternative, rheology, uniaxial compressive strength

References:
Belem, T & Benzaazoua, M 2004. ‘An overview on the use of paste backfill technology as a ground support method in cut-and-fill mines’, in E Villaescusa & Y Potvin (eds), Proceedings of the Ground Support in Mining Underground Construction, Perth, pp. 28–30.
Benzaazoua, M, Belem, T & Bussière, B 2002, ‘Chemical factors that influence the performance of mine sulphidic paste backfill’, Cement and Concrete Research, vol. 32, no. 7, pp. 1133–1144.
Harris, P, Scullion, T & Sebesta, S 2004, Hydrated Lime Stabilization of Sulfate-Bearing Soils in Texas, FHWA technical report.
Lee, C & Veenstra, R 2025, ‘Cemented paste mine fill system design’, in Y Potvin & R Veenstra (eds), Comprehensive Handbook on Mine Fill, Australian Centre for Geomechanics, Perth, pp. 224–239.
Malakoff, E 2025, Key Minerals in Data Centers Infographic, U.S. Geological Survey, viewed 10 October 2025,
McGee, Niall 2025, ‘Algoma Steel pivots early to electric future after securing $500-million in government loans’, The Globe and Mail, viewed 10 October 2025,
SFA Oxford 2025, Copper Market and Copper Price Drivers, viewed 10 October 2025,
Sheshpari, M 2015, ‘A review on types of binder and hydration in cemented paste backfill (CPB)’, Electronic Journal of Geotechnical Engineering, vol. 20, no. 13, pp. 5949–5963.
Smith, M 2022, Low Carbon Cement, Climate Action Reserve, viewed 10 October 2025,
Taylor, HFW, Famy, C & Scrivener, KL 2000, ‘Delayed ettringite formation’, Cement and Concrete Research, vol. 31, no. 5,
pp. 683–693,
U.S. Geological Survey 2025, Mineral Commodity Summaries, Reston, viewed 10 October 2025,
Williams, DJ 2021, ‘Lessons from tailings dam failures—where to go from here?’, Minerals, vol. 11, no. 8, p. 853.
Wu, AX, Wang, J, Wang, S, Yang, X & Zhou, F 2018, ‘Application of clay-rich full plant tailings paste backfill technology’, in RJ Jewell & AB Fourie (eds), Paste 2018: Proceedings of the 21st International Seminar on Paste and Thickened Tailings, Australian Centre for Geomechanics, Perth, pp. 351–360, 




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