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Bresson, É., Bussière, B., Pabst, T., Demers, I., Charron, P., & Roy, P. (2022). Climate change risks and vulnerabilities during mining exploration, operations, and reclamation: A regional approach for the mining sector in Québec, Canada. CIM Journal, 13(2), 77-96. Lien externe
Cantor, D., & Ovalle, C. (2022). Packing properties and steady strength of cemented loose granular materials. Computers and Geotechnics, 141, 104550 (9 pages). Disponible
Cantor, D., Ovalle, C., & Azéma, É. (2022). Microstructural origins of crushing strength for inherently anisotropic brittle materials. International Journal of Solids and Structures, 238, 111399 (12 pages). Disponible
Carrasco, S., Cantor, D., & Ovalle, C. (2022). Effects of particle size-shape correlations on steady shear strength of granular materials: The case of particle elongation. International Journal for Numerical and Analytical Methods in Geomechanics, 46(5), 979-1000. Lien externe
Deiminiat, A., & Li, L. (2022). Experimental Study on the Reliability of Scaling Down Techniques Used in Direct Shear Tests to Determine the Shear Strength of Rockfill and Waste Rocks. CivilEng, 3(1), 35-50. Disponible
Dimech, A., Cheng, L. Z., Chouteau, M. C., Chambers, J., Uhlemann, S., Wilkinson, P., Meldrum, P., Mary, B., Fabien-Ouellet, G., & Isabelle, A. (2022). A review on applications of time-lapse electrical resistivity tomography over the last 30 years : Perspectives for mining waste monitoring. Surveys in Geophysics, 43(6), 1699-1759. Lien externe
Hao, S., & Pabst, T. (2022). Effect of freeze–thaw and wetting–drying cycles on the CBR, shear strength, stiffness and permanent deformation of crushed waste rocks. Road Materials and Pavement Design, 24(5), 1233-1253. Lien externe
Hao, S., & Pabst, T. (2022). Estimation of permanent deformation behaviour of crushed waste rocks using multistage repeated load triaxial and CBR tests. International Journal of Pavement Engineering, 14 pages. Lien externe
Hao, S., & Pabst, T. (2022). Experimental Investigation and Prediction of the Permanent Deformation of Crushed Waste Rock Using an Artificial Neural Network Model. International Journal of Geomechanics, 22(5), 16 pages. Lien externe
Jahanbakhshzadeh, A., & Aubertin, M. (octobre 2022). Main results from an extensive geotechnical characterization of hard rock tailings from an open pit gold mine [Communication écrite]. 75th Canadian Geotechnical Conference (GeoCalgary 2022), Calgary, Alberta, CA. Lien externe
Jouini, M., Royer-Lavallée, A., Pabst, T., Chung, E., Kim, R., Cheong, Y.-W., & Neculita, C.-M. (2022). Sustainable production of rare earth elements from mine waste and geoethics. Minerals, 12(7), 17 pages. Lien externe
Laverdiere, A., Hao, S., Pabst, T., & Courcelles, B. (2022). Effect of gradation, compaction and water content on crushed waste rocks strength. Road Materials and Pavement Design, 24(3), 761-775. Lien externe
Maringue, J., Mendoza, L., Saez, E., Yanez, G., Montalva, G., Soto, V., Ayala, F., Perez-Estay, N., Figueroa, R., Sepulveda, N., Galvez, C., Ramirez, P., & Ovalle, C. (2022). Geological and geotechnical investigation of the seismic ground response characteristics in some urban and suburban sites in Chile exposed to large seismic threats. Bulletin of Earthquake Engineering, 20(10), 4895-4918. Lien externe
Qiu, P., & Pabst, T. (2022). Waste rock segregation during disposal: Calibration and upscaling of discrete element simulations. Powder Technology, 412, 117981 (15 pages). Lien externe
Rousseau, M., & Pabst, T. (2022). Blast damage zone influence on groundwater fluxes through backfilled open-pits. Canadian Geotechnical Journal, 60(3), 287-300. Lien externe
Rousseau, M., & Pabst, T. (2022). Topology optimization of in-pit codisposal of waste rocks and tailings to reduce advective contaminant transport to the environment. Structural and Multidisciplinary Optimization, 65(6), 18 pages. Lien externe
Tang, L., Yang, L., Qiu, P., Jia, H., Zhang, H., & Li, G. (2022). Degradation characteristics and bearing capacity model of pile in degraded permafrost. Proceedings of the Institution of Civil Engineers-Geotechnical Engineering, 175(4), 414-425. Lien externe
