DOI https://doi.org/10.36487/ACG_repo/2655_07
Cite As:
Salvoldi, B & Kraft, T 2026, 'White paper: Portland-limestone cements in paste backfill
– performance limits and hidden environmental costs', 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. 1-18,
https://doi.org/10.36487/ACG_repo/2655_07
Abstract:
Portland-limestone cements (PLC) are increasingly promoted as a sustainable option in cement production, where partial clinker replacement reduces CO₂ emissions. While effective in concrete, this assumption has been transferred uncritically to cemented paste backfill (CPB). In CPB systems, which are dominated by ultrafine tailings and a relatively small binder fraction, the mechanisms that make limestone beneficial in concrete are largely absent. Instead, limestone additions can negatively impact water demand and strength development.
This paper re-assesses the role of PLC in CPB by reviewing underlying mechanisms, published performance data, and environmental implications. Evidence indicates that limestone substitution often leads to reduced mechanical strength, higher binder requirements, and increased susceptibility to chemical deterioration, ultimately undermining sustainability claims.
The paper argues that use of PLC in CPB represents misplaced sustainability and highlights alternative binders, particularly through the use of locally available supplementary cementitious materials, that offer more credible economic and environmental benefits for mine backfilling.
Keywords: Portland-limestone cement, limestone, cemented paste backfill, backfill, ultra-fine tailings, sustainability, supplementary cementitious materials
References:
ASTM International 2010, Standard Test Method for Preparation and Testing of Controlled Low Strength Material (CLSM) Test Cylinders (ASTM D4832-10), West Conshohocken.
ASTM International 2014, Specific Gravity of Soil Solids by Gas Pycnometer (ASTM D5550-14), ASTM International, West Conshohocken.
Benzaazoua, M, Ouellet, J, Servant, S, Newman, P & Verburg, R 1999, ‘Cementitious backfill with high sulfur content: physical, chemical, and mineralogical characterization’, Cement and Concrete Research, vol. 29, no. 5, pp. 719–725.
Chang, Y, Xue, L, Zhao, Z & Wang, X 2022, ‘Immobilization of Cr (VI)-containing tailings by using slag-cementing materials for cemented paste backfill: influence of sulfate and limestone addition’, preprint, Luliang University, Lvliang.
European Committee for Standardization 2016, Methods of testing cement - Part 1 Determination of strength (EN 196-1:2016), Brussels.
Grieve, G 2009, ‘Chapter 1: cementitious material’, in G Owens (ed.), Fulton's Concrete Technology, 9th edn, Cement & Concrete Institute, Midrand.
Hu, J, Ding, X, Ren, Q, Luo, Z & Jiang, Q 2019, ‘Effect of incorporating waste limestone powder into solid waste cemented paste backfill material’, Applied Sciences, vol. 9, no. 10.
Leo, ES 2022, Development of Low-Clinker Concrete: Partial Replacement of Cement with Calcined Clay and Limestone, Based on Selected African raw Materials, PhD thesis, University of Cape Town, Cape Town.
Lowitt, S 2020, Towards the decarbonisation of the South African cement industry: opportunities and challenges, Trade and Industrial Policy Strategies, Pretoria.
Ouffa, N, Belem, T, Trauchessec, R & Fortecoëffe, Y 2025, ‘Effect of replacing Portland cement with limestone, metakaolin and blast furnace slag on the unconfined compressive strength of cemented paste backfill’, in AB Fourie, A Copeland, V Daigle & C MacRobert (eds), Paste 2025: Proceedings of the 27th International Conference on Paste, Thickened and Filtered Tailings, Australian Centre for Geomechanics, Perth, pp. 591–606,
Owens, G (ed.) 2009, Fulton's Concrete Technology, 9th edn, Cement and Concrete Institute, Midrand.
Portland Cement Association (2023a) Environmental Product Declaration: Portland Cement (Type I/II, ASTM C150), Portland Cement Association, Skokie, pp. 1–20.
Portland Cement Association (2023b) Environmental Product Declaration: Portland Limestone Cement (Type IL, ASTM C595), Portland Cement Association, Skokie, pp. 1–21.
Romaniuk, NA, McFarlane, L & Hariharan, N 2024, ‘Development of slag alternatives for paste backfill operations’, in AB Fourie & D Reid (eds), Paste 2024: Proceedings of the 26th International Conference on Paste, Thickened and Filtered Tailings, Australian Centre for Geomechanics, Perth, pp. 535–544,
Sagade, A 2023, Fresh and Hardened Properties of Cemented Paste Backfill with Ternary Binder, MASc thesis, University of Ottawa, Ottawa.
Salvoldi, B & Gerhardi, J 2025, ‘Micro paste: producing paste backfill utilising ultra-fine copper tailings’, in AB Fourie, A Copeland, V Daigle & C MacRobert (eds), Paste 2025: Proceedings of the 27th International Conference on Paste, Thickened and Filtered Tailings, Australian Centre for Geomechanics, Perth, pp. 221–232,
Tennis, PD, Thomas, MDA, Weiss, WJ, Farny, JA & Giannini, ER 2024, State-of-the-art Report on use of Limestone in Cements at Levels of up to 15%, Portland Cement Association, Washington.
Treinen, JM, Cooke, R & Sutherland, D 2010, ‘Paste backfill design case study — Efemçukuru project’, in R Jewell & AB Fourie (eds), Paste 2010: Proceedings of the 13th International Seminar on Paste and Thickened Tailings, Australian Centre for Geomechanics, Perth, pp. 209–216,
Wilson, SC & Leacy, PWJ 2023, ‘Optimal paste backfill specification development’, in GW Wilson, NA Beier, DC Sego, AB Fourie & D Reid (eds), Paste 2023: Proceedings of the 25th International Conference on Paste, Thickened and Filtered Tailings, University of Alberta, Edmonton, and Australian Centre for Geomechanics, Perth, pp. 294–306,
Zheng, J, Zhu, Y & Zhao, Z 2016, ‘Utilization of limestone powder and water-reducing admixture in cemented paste backfill of coarse copper mine tailings’, Construction and Building Materials, vol. 124, pp. 31–36.