DOI https://doi.org/10.36487/ACG_repo/2465_43
Cite As:
Ghazvinian, E & Fuenzalida, M 2024, 'An overview of numerical modelling in forecasting infrastructure stability and ground support behaviour applied to cave mining', in P Andrieux & D Cumming-Potvin (eds),
Deep Mining 2024: Proceedings of the 10th International Conference on Deep and High Stress Mining, Australian Centre for Geomechanics, Perth, pp. 699-712,
https://doi.org/10.36487/ACG_repo/2465_43
Abstract:
As deeper orebodies are targeted for exploitation using caving methods, the mining footprints are set at greater depths. Extraction levels set at depths greater than 1,000 m are becoming a norm in existing operations and future projects. These depths require better understanding of rock mass conditions as well as the complex caving-induced stresses impacting the developments through the life of mine (LoM) but, in reality, caving mine footprints are designed and constructed when there is limited orebody knowledge. Numerical models provide the means to combine recent developments in the generation of geotechnical block models that provide an understanding of rock mass strength heterogeneity across the footprint with the predicted cave-induced stresses as a function of draw strategy to forecast infrastructure stability and ground support performance during the LoM. The level of numerical assessment for excavation stability and forecasting support behaviour depends on the stage of study, the information available at that stage and how vital the underground infrastructure is for the operation. This paper describes the natural progression of numerical modelling workflow from concept study to pre-feasibility, feasibility study and, lastly, the construction stage. The outputs that can be expected from the numerical models at each of those stages pertinent to ground support design are discussed, with consideration given to the rock mass behaviour hosting the infrastructure.
Keywords: cave mining, numerical modelling, infrastructure stability, ground support
References:
Board, M, Pierce, M, Lorig, L, Jakubec, J, &Campbell, R 2006, Complementary Geotechnical Studies for Conceptual Design of an Underground Mine at Chuquicamata, ICG/ISA/SRK Report to CODELCO Chile – División CODELCO Norte Subgerencia de Geotécnia, December 2006.
Garza-Cruz, T, Bouzeran, L, Pierce, M, Jalbout, A & Ruest, M 2019, ‘Evaluation of ground support design at Eleonore mine via bonded block modelling’, in J Hadjigeorgiou & M Hudyma (eds), Ground Support 2019: Proceedings of the Ninth International Symposium on Ground Support in Mining and Underground Construction, Australian Centre for Geomechanics, Perth, pp. 341–356,
Garza-Cruz, TV, Pierce, M & Kaiser, PK 2014, ‘Use of 3DEC to study spalling and deformation associated with tunnelling at depth’,
in M Hudyma & Y Potvin (eds), Deep Mining 2014: Proceedings of the Seventh International Conference on Deep and High Stress Mining, Australian Centre for Geomechanics, Perth, pp. 421–434,
Fuenzalida, MA, Orrego, C, Ghazvinian, E & Pierce, ME 2022, ‘Application of rock mass strength scale effect at Cadia East mine’,
in Y Potvin (ed.), Caving 2022: Proceedings of the Fifth International Conference on Block and Sublevel Caving, Australian Centre for Geomechanics, Perth, pp. 951–962,
Fuenzalida, MA, Pierce, ME & Katsaga, T 2018, ‘REBOP–FLAC3D hybrid approach to cave modelling’, in Y Potvin & J Jakubec (eds), Caving 2018: Proceedings of the Fourth International Symposium on Block and Sublevel Caving, Australian Centre for Geomechanics, Perth, pp. 297–312,
Ghazvinian, E, Fuenzalida, M, Orrego, C & Pierce, M 2020b, ‘Back analysis of cave propagation and subsidence at Cadia East Mine’, in R Castro, F Báez & K Suzuki (eds), MassMin 2020: Proceedings of the Eighth International Conference & Exhibition on Mass Mining, University of Chile, Santiago, pp. 535–550,
Ghazvinian, E, Garza-Cruz, T, Bouzeran, L, Fuenzalida, M, Cheng, Z, Cancino, C, and Pierce, M 2020a, ‘Theory and implementation of the Itasca Constitutive Model for Advanced Strain Softening (IMASS)’, in R Castro, F Báez & K Suzuki (eds), MassMin 2020: Proceedings of the Eight International Conference & Exhibition on Mass Mining), pp. 451–461, University of Chile, Santiago.
Hoek, E & Marinos, P 2000, ‘Predicting tunnel squeezing problems in weak heterogeneous rock masses’, Tunnels and Tunnelling International, vol. 32, no. 11, pp. 45–51.
ITASCA 2023c 3DEC, version 9.0,
Kaiser, PK 2019, ‘From common to best practices in underground rock engineering’, Proceedings of the 14th ISRM Congress, CRC Press, Boca Raton, pp. 141–182.
Lowther, R, De Ross, J, Orrego, C & Cuello, D 2022, ‘A probabilistic evaluation of the displacement-based ground support design approach’, in Y Potvin (ed.), Caving 2022: Proceedings of the Fifth International Conference on Block and Sublevel Caving, Australian Centre for Geomechanics, Perth, pp. 241–254,
Pierce, ME, Stonestreet, P, Orrego, C, Tennant, D, Garza-Cruz, TV, Furtney, J & Thielsen, C 2022a, ‘Development of rock mass strength block models at Cadia East mine’, in Y Potvin (ed.), Caving 2022: Proceedings of the Fifth International Conference on Block and Sublevel Caving, Australian Centre for Geomechanics, Perth, pp. 1033–1046,
Pierce, ME, Llewelyn, K, Campbell, R, Taylor, K, Fuenzalida, MA & Diering, M 2022b, ‘Development, reconciliation and visualisation of hang-up frequency and fines entry forecasts at PT Freeport Indonesia’, in Y Potvin (ed.), Caving 2022: Proceedings of the Fifth International Conference on Block and Sublevel Caving, Australian Centre for Geomechanics, Perth, pp. 531–544,