Authors: Zhang, Y; Li, L

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DOI https://doi.org/10.36487/ACG_repo/2355_15

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Zhang, Y & Li, L 2023, 'Natural mixing behaviour of waste rocks poured in a paste backfill', 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. 213-219, https://doi.org/10.36487/ACG_repo/2355_15

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Abstract:
In underground mines, large quantities of waste rock can be produced during development in order to access ore bodies. The waste rock is typically hoisted to the surface and transported to a specific place to make a structure called a waste rock pile. This practice requires energy consumption and generates additional operating costs for transporting waste rock from underground to the surface. Alternatively, the waste rock can be poured directly into underground mine stopes filled with paste backfill. As a result, energy consumption and additional operating costs for transporting the waste rock from underground to the surface are avoided or significantly reduced. However, the natural mixing behaviour of waste rocks poured in paste backfill has never been studied. The fill mass generated by this practice can fail and collapse upon a side-exposure associated with the excavation of an adjacent stope if a poor mixture between the cohesionless waste rocks and cemented paste backfill takes place around the exposed face. Thus, it is critical to understand the mixing behaviour of waste rocks poured in paste backfill. To this end, a series of physical model tests have been performed in the laboratory. The results, in part, are presented and discussed in this paper.

Keywords: underground mines, mine backfill, waste rock, paste backfill, natural mixture

References:
Aubertin, M 2013, ‘Waste rock disposal to improve the geotechnical and geochemical stability of piles’, Proceedings of the 23rd World Mining Congress, Montréal, pp. 1-8.
Aubertin, M, Li, L, Arnoldi, S, Belem, T, Bussière, B, Benzaazoua, M & Simon, R 2003, ‘Interaction between backfill and rock mass in narrow stopes’, Proceedings for SoilRock2003: 12th Panamerican Conference on Soil Mechanics and Geotechnical Engineering and 39th U.S. Rock Mechanics Symposium, vol. 1, no. 2, pp. 1157-1164.
Béket Dalcé, J, Li, L & Yang, P 2019, ‘Experimental study of uniaxial compressive strength (UCS) distribution of hydraulic backfill associated with segregation’, Minerals, vol. 9, no. 3, article no. 147,
El Mkadmi, N, Aubertin, M & Li, L 2014, ‘Effect of drainage and sequential filling on the behaviour of backfill in mine stopes’, Canadian Geotechnical Journal, vol. 51, no. 1, pp. 1-15,
Hassani, F & Archibald, J 1998, Mine Backfill, Canadian Institute of Mining, Metallurgy and Petroleum, Montreal.
Jaouhar, EM & Li, L 2019, ‘Effect of drainage and consolidation on the pore water pressures and total stresses within backfilled stopes and on barricades’, Advances in Civil Engineering, vol. 2019, article no. 1802130,
Jaouhar, EM, Li, L & Aubertin, M 2018, ‘An analytical solution for estimating the stresses in vertical backfilled stopes based on a circular arc distribution’, Geomechanics and Engineering, vol. 15, no. 3, pp. 889-898.
Keita, AMT, Jahanbakhshzadeh, A & Li, L 2021a, ‘Numerical analysis of the stability of arched sill mats made of cemented backfill’, International Journal of Rock Mechanics and Mining Sciences, vol. 140, no. 4, article no. 104667,
Keita, AMT, Jahanbakhshzadeh, A & Li, L 2021b, ‘Numerical analysis of the failure mechanisms of sill mats made of cemented backfill’, International Journal of Geotechnical Engineering, vol. 16, no. 7, pp. 802-814,
Kuganathan, K & Sheppard, I 2001, ‘A non‐segregating ‘rocky paste fill’ (RPF) produced by co‐disposal of cemented de‐slimed tailings slurry and graded rockfill’, in D Stone (ed.), Proceedings of the Seventh International Symposium on Mining with Backfill, Society for Mining, Metallurgy and Exploration, Englewood, pp. 27–41.
Lee, C & Gu, F 2017, ‘An examination of improvements in co-disposal of waste rock with backfill’, in A Wu & R Jewell (eds), Paste 2017: Proceedings of the 20th International Seminar on Paste and Thickened Tailings, University of Science and Technology Beijing, Beijing, pp. 338-345.
Li, L 2014a, ‘Analytical solution for determining the required strength of a side-exposed mine backfill containing a plug’, Canadian Geotechnical Journal, vol. 51, no. 5, pp. 508-519,
Li, L 2014b, ‘Generalized solution for mining backfill design’, International Journal of Geomechanics, vol. 14, no. 3, article no. 04014006,
Li, L & Aubertin, M 2012, ‘A modified solution to assess the required strength of exposed backfill in mine stopes’, Canadian Geotechnical Journal, vol. 49, no. 8, pp. 994-1002,
Li, L & Aubertin, M 2014, ‘An improved method to assess the required strength of cemented backfill in underground stopes with an open face’, International Journal of Mining Science and Technology, vol. 24, no. 4, pp. 549-558,
Li, L, Aubertin, M & Belem, T 2005, ‘Formulation of a three dimensional analytical solution to evaluate stresses in backfilled vertical narrow openings’, Canadian Geotechnical Journal, vol. 42, no. 6, pp. 1705-1717,
Li, L, Aubertin, M, Simon, R, Bussière, B & Belem, T 2003, ‘Modeling arching effects in narrow backfilled stopes with FLAC’, in R Brummer, P Andrieux, C Detournay & R Hart (eds), Proceedings of 3rd international symposium on FLAC and FLAC3D numerical modelling in geomechanics, A. A. Balkema, a member of Swets & Zeitlinger Publishers, Sudbury, pp. 211–219.
Liu, G, Li, L, Yang, X & Guo, L 2017a, ‘Numerical analysis of stress distribution in backfilled stopes considering interfaces between the backfill and rock walls’, International Journal of Geomechanics, vol. 17, no. 2, article no. 06016014,
Liu, G, Li, L, Yang, X & Guo, L 2018, ‘Required strength estimation of a cemented backfill with the front wall exposed and back wall pressured’, International Journal of Mining and Mineral Engineering, vol. 9, no. 1, pp. 1-20,
Liu, G, Li, L, Yao, M, Landry, D, Malek, F, Yang, X & Guo, L 2017b, ‘An investigation of the uniaxial compressive strength of a cemented hydraulic backfill made of alluvial sand’, Minerals, vol. 7, no. 1, article no. 4,
Pagé, P, Li, L, Yang, P & Simon, R 2019, ‘Numerical investigation of the stability of a base-exposed sill mat made of cemented backfill’, International Journal of Rock Mechanics and Mining Sciences, vol. 114, no. 2, pp. 195-207,
Potvin, Y, Thomas, E, & Fourie, A 2005, Handbook on Mine Fill, Australian Centre for Geomechanics, Perth.
Qin, J, Zheng, J & Li, L 2021a, ‘An analytical solution to estimate the settlement of tailings or backfill slurry by considering the sedimentation and consolidation’, International Journal of Mining Science and Technology, vol. 31, no. 3, pp. 463-471,
Qin, J, Zheng, J & Li, L 2021b, ‘Experimental study of the shrinkage behaviour of cemented paste backfill’, Journal of Rock Mechanics and Geotechnical Engineering, vol. 13, no. 3, pp. 545-554,
Sobhi, MA & Li, L 2017, ‘Numerical investigation of the stresses in backfilled stopes overlying a sill mat’, Journal of Rock Mechanics and Geotechnical Engineering, vol. 9, no. 3, pp. 490-501.
Sobhi, MA, Li, L & Aubertin, M 2017, ‘Numerical investigation of earth pressure coefficient along central line of backfilled stopes’, Canadian Geotechnical Journal, vol. 54, no. 1, pp. 138-145,
Veenstra, RL & Grobler, JJ 2021, ‘Paste-waste design and implementation at Newmont Goldcorp’s Tanami Operation’, in F Hassani, J Palarski, V Sokoła-Szewioła & G Strozik (eds), Minefill 2020-2021: Proceedings of the 13th International Symposium on Mining with Backfill, CRC Press, Katowice, pp. 382-397.
Wang, R & Li, L 2022, ‘Time-dependent stability analyses of side-exposed backfill considering creep of surrounding rock mass’, Rock Mechanics and Rock Engineering, vol. 55, no. 4, pp. 2255-2279,
Wang, R, Zeng, F & Li, L 2021a, ‘Applicability of constitutive models to describing the compressibility of mining backfill: a comparative study’, Processes, vol. 9, no. 12, article no. 2139,
Wang, R, Zeng, F & Li, L 2021b, ‘Stability analyses of side-exposed backfill considering mine depth and extraction of adjacent stope’, International Journal of Rock Mechanics and Mining Sciences, vol. 142, no. 6, article no. 104735,
Wickland, BE & Wilson, GW 2005, ‘Self-weight consolidation of mixtures of mine waste rock and tailings’, Canadian Geotechnical Journal, vol. 42, no. 2, pp. 327-339,
Wilson, G 2001, ‘Co-disposal of tailings and waste rock’, Geotechnical News, vol. 19, no. 2, pp. 44-49.
Wilson, GW, Wickland, B & Miskolczi, J 2008, ‘Design and performance of paste rock systems for improved mine waste management’, in AB Fourie (ed.), Rock Dumps 2008: Proceedings of the First International Seminar on the Management of Rock Dumps, Stockpiles and Heap Leach Pads, Australian Centre for Geomechanics, Perth, pp. 107-116,
Yang, P, Li, L & Aubertin, M 2018, ‘Theoretical and numerical analyses of earth pressure coefficient along the centreline of vertical openings with granular fills’, Applied Sciences, vol. 8, no. 10, article no. 1721,
Yang, P, Li, L, Aubertin, M, Brochu-Baekelmans, M & Ouellet, S 2017, ‘Stability analyses of waste rock barricades designed to retain paste backfill’, International Journal of Geomechanics, vol. 17, no. 3, article no. 04016079,
Zhai, Y, Yang, P & Li, L 2021, ‘Analytical solutions for the design of shotcreted waste rock barricades to retain slurried paste backfill’, Construction and Building Materials, vol. 307, article no. 124626,
Zheng, J & Li, L 2020, ‘Experimental study of the “short-term” pressures of uncemented paste backfill with different solid contents for barricade design’, Journal of Cleaner Production, vol. 275, article no. 123068,
Zheng, J, Li, L & Li, Y 2019, ‘Total and effective stresses in backfilled stopes during the fill placement on a pervious base for barricade design’, Minerals, vol. 9, no. 1, article no. 38,
Zheng, J, Li, L & Li, Y 2020a, ‘A solution to estimate the total and effective stresses in backfilled stopes with an impervious base during the filling operation of cohesionless backfill’, International Journal for Numerical and Analytical Methods in Geomechanics, vol. 44, no. 11, pp. 1570-1586,
Zheng, J, Li, L & Li, Y 2020b, ‘Solutions to estimate the excess PWP, settlement and volume of draining water after slurry deposition. Part I: impervious base’, Environmental Earth Sciences, vol. 79, no. 6, article no. 124 (2020),
Zheng, J, Li, L & Li, Y 2020c, ‘Solutions to estimate the excess PWP, settlement and volume of draining water after slurry deposition. Part II: pervious base’, Environmental Earth Sciences, vol. 79, no. 11, article no. 275 (2020),




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