DOI https://doi.org/10.36487/ACG_repo/2555_13
Cite As:
Menasria, HG, Mbonimpa, M, Belem, T & Maqsoud, A 2025, 'Operational considerations regarding the impact of variations in muscovite content
in mine tailings on the flowability 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. 193-208,
https://doi.org/10.36487/ACG_repo/2555_13
Abstract:
The detrimental effect of muscovite on the mechanical and rheological properties of cementitious materials is likely to be observed in cemented paste backfills (CPBs) made from muscovite-rich tailings. Once a CPB mix design is formulated with tailings containing a specific muscovite content, variations in muscovite content may present operational and performance challenges. This study assesses the impact of increasing muscovite content on the consistency (slump) and rheological properties (yield stress, flow index and viscosity at high shear rates) of CPBs prepared with varying solids contents by weight. Pure muscovite was added to tailings initially containing 15% muscovite by dry mass of tailings up to the maximum expected muscovite content (25%) at the mine site where the tailings were sampled. CPB mixtures were prepared in the laboratory with solids contents ranging from 68 to 72%, using tap water and 5% high early (HE) strength cement. The CPB mixtures underwent standard Abrams cone slump tests and triplicate rheological analyses.
For a given solids content of the CPBs, the results indicate that an increase in muscovite content reduces the slump while increasing the rheological properties mentioned earlier. This necessitates the addition of water to maintain a specific slump, which lowers the solids content and increases the water-to-binder (W/B) ratio, potentially compromising the mechanical strength. Results are discussed in evaluating the impact of the muscovite content on the pressure loss during CPB transportation in pipelines and in proposing a method for estimating both the amount of water required to maintain the target slump and the amount of binder required to maintain the initial W/B in the CPB.
Keywords: cemented paste backfills, muscovite-rich tailings, slump, rheological properties
References:
American Society for Testing and Materials (ASTM) International 2015, Standard Test Method for Slump of Hydraulic Cement Concrete (ASTM C143/C143M - 15a), West Conshohocken.
Amri, M, Belem, T, Mrad, H, Gélinas, LP & Masmoudi, F 2023, ‘Prediction of the mechanical properties of cemented paste backfill using artificial intelligence approaches’, 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. 233–243,
Barnes, HA, & Carnali, JO 1990, ‘The vane‐in‐cup as a novel rheometer geometry for shear thinning and thixotropic materials’, Journal of Rheology, vol. 34, no. 6, pp. 841–866.
Belem, T & Benzaazoua, M 2008, ‘Design and application of underground mine paste backfill technology’, Geotechnical and Geological Engineering, vol. 26, pp. 147–174.
Belem, T, Benzaazoua, M & Bussiere, B 2000, ‘Mechanical behaviour of cemented paste backfill’ Proceedings of the 53rd Canadian Geotechnical Conference: Geotechnical Engineering at the Dawn of the Third Millennium, Canadian Geotechnical Society, Montreal, vol. 1, pp. 373–380.
Belem, T, Benzaazoua, M & Bussière, B 2003, ‘Utilisation du remblai en pâte comme support de terrain, Partie I: de sa fabrication à sa mise en place sous terre (Use of paste backfill as ground support, Part I: from preparation to underground placement)’, In Symposium international Après-mines, GISOS, Gisos ed., Nancy, France.
Benzaazoua, M, Belem, T & Bussiere, B 2002, ‘Chemical factors that influence on the performance of mine sulphidic paste backfill’, Cement and Concrete Research, vol. 32, no. 7, pp. 1133–1144.
Benzaazoua, M, Belem, T, Ouellet, S, & Fall, M 2003, ‘Utilisation du remblai en pâte comme support de terrain, Partie II: comportement a court, a moyen et a long terme (Use of paste backfill as ground support, Part II: short-, medium- and long-term behaviour)’, In Symposium international Après-mines, GISOS, Gisos ed., Nancy, France.
Benzaazoua, M, Bussière, B, Demers, I, Aubertin, M, Fried, É & Blier, A 2008, ‘Integrated mine tailings management by combining environmental desulphurisation and cemented paste backfill: Application to mine Doyon Quebec, Canada’, Minerals Engineering, vol. 21, no. 4, pp. 330–340.
&4,pvmpoe (Multidisciplinary study to develop an expert tool for predicting the behaviour of paste paste backfills), 'Institut de recherche Robert-Sauvé en santé et en sécurité du travail, Montreal.
Brackebusch, FW 1995, ‘Basics of paste backfill systems’, In International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts, vol. 3, no. 32.
Chi, H, Wang, C, Tian, Y, Xie, Z, Yuan, Q, Chen, Z, & Zhu, X 2024, ‘Unravelling polycarboxylate superplasticizer (pce) compatibility in muscovite-blended cement paste through aggregation mechanisms’, Journal of Building Engineering, vol. 95.
, ,‘,’,vol. 20, no. 5, pp. 417–437
Danielsen, SW & Rueslåtten, HG 1984, ‘Feldspar and mica. key minerals for fine aggregate quality’, Bulletin of the International Association of Engineering, vol. 30, no. 1, pp. 215–219.
Dikonda, RK, Mbonimpa M, & Belem T 2021a, ‘Specific mixing energy of cemented paste backfill, Part I: laboratory determination and influence on the consistency’, Minerals 2021, vol. 11, no. 11.
Dikonda, RK, Mbonimpa M, & Belem T 2021b, ‘Specific mixing energy of cemented paste backfill, part II: in-fluence on the rheological and mechanical properties and practical applications’, Minerals 2021, vol. 11, no. 11.
Ethier, MP, Bussière, B, Aubertin, M, Maqsoud, A, Demers, I & Broda, S 2018, ‘In situ evaluation of performance of reclamation measures implemented on abandoned reactive tailings disposal site’, Canadian Geotechnical Journal, vol. 55, no. 12,
pp. 1742–1755.
Hassani, F & Archibald, J 1998, ‘Mine Backfill, CD-ROM’, Canadian Institute of Mine, Metallurgy and Petroleum, Westmount.
Herschel, WH & Bulkley, R 1926, ‘Konsistenzmessungen von gummi benzolloesungen’ Kolloid-zeitschrift’, vol. 39, pp. 291–300.
Jahns, RH & Lancaster, FW 1950, Physical Characteristics of Commercial Sheet Muscovite in the Southeastern United States , United States Geological Survey, Washington.
Khoshkbijari, RK, Samimi, MF, Mohammadi, F & Talebitaher, P 2020, ‘Effects of mica and feldspar as partial cement replacement on the rheological, mechanical and thermal durability of self-compacting mortars’, Construction and Building Materials, vol. 263.
Landriault, DA 1995, ‘Paste backfill mix design for Canadian underground hard rock mining’, Proceedings of the 97th Annual General Meeting of the CIM Rock Mechanics and Strata Control Session, Canadian Institute of Mining, Metallurgy and Petroleum, Westmount.
Landriault, D, Verburg, R, Cincilla, W & Welch, D 1997, ‘Paste technology for underground backfill and surface tailings disposal applications’, short course notes, Technical Workshop, Canadian Institute of Mining and Metallurgy, Montreal.
Menasria, HG, Mbonimpa M, Belem T & Maqsoud A 2025, ‘Consistency and rheological properties of cemented paste backfills prepared with tailings with varying free muscovite content’, Mining 2025, vol. 5, no. 1.
Mitchell, RJ 1989a, ‘Stability of cemented tailings mine backfills’, In International symposium on computer and physical modelling in geotechnical engineering, A.A. Balkema, Rotterdam pp. 501–508.
Mitchell, RJ 1989b, ‘Model studies on the stability of confined fills’, Canadian Geotechnical Journal, vol. 26, no.2, pp. 210–216.
Mshali, MR & Visser AT 2014, ‘Influence of mica on compactability and moisture content of cement–treated weathered granite gravel’, Proceedings of the 33rd Southern African Transport Conference, University of Pretoria, Pretoria.
Muller, O 1971, ‘Some aspects of the effect of micaceous sand on concrete’, Civil Engineering Siviele Ingenieurswese, vol. 1971,
no. 9, pp. 313–315.
Nguyen, DQ & Boger, DV 1985, ‘Direct yield stress measurement with the vane method’, Journal of Rheology, vol. 29, no. 3,
pp. 335–347.
Ouffa, N 2019, Solubilité de différents minéraux aluminosilicatés en vue de leur contribution à la géopolymérisation dans les remblais miniers en pâte’ (Solubility of Different Aluminosilicate Minerals with a View to Their Contribution to Geopolymerization in Mining Paste Backfills) , Master thesis, École Polytechnique, Montreal.
Paterson, AJC, Williamson, JRG & Oliveros Salas, U 2004, ‘Hydraulic transport considerations for high density thickened copper tailings at Southern Peru Copper Corporation’, 16th International Conference on Slurry Handling and Pipeline Transport, Hydrotransport, British Hydromechanics Research Association, Cranfield, vol. 16.
Swamee, PK & Aggarwal, N 2011, ‘Explicit equations for laminar flow of Herschel–Bulkley fluids’, Canadian Journal of Chemical Engineering, vol. 89, no.6, pp. 1426–1433.
TA Instrument, 2004, Rheology Advantage Data Analysis: Rheometrics series getting started guide, New Castle.
Tariq, A & Yanful, EK 2013, ‘A Review of binders used in cemented paste tailings for underground and surface disposal practices’, Journal of Environmental Management, vol. 131, pp. 138–149.
Thomas EG, Nantel, JH, Notely KR 1979, Fill Technology in Underground Metalliferous Mines, International Academic Services Limited,
Kingston.
White, WA & Pichler, E 1959, Water-Sorption Characteristics of Clay Minerals, Illinois State Geological Survey, Urbana.