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Deiminiat, A., Li, L., & Pabst, T. (2023). Experimental study on specimen size effect and the minimum required specimen diameter to maximum particle size ratio for constant head permeability tests. Environmental Earth Sciences, 82(14), 13 pages. Lien externe
Deiminiat, A. (2022). Evaluating Hydro-Mechanical Properties of Waste Rocks by Considering Scale Effect [Thèse de doctorat, Polytechnique Montréal]. Disponible
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
Deiminiat, A., Li, L., & Zeng, F. (2022). Experimental Study on the Minimum Required Specimen Width to Maximum Particle Size Ratio in Direct Shear Tests. CivilEng, 3(1), 66-84. Lien externe
Deiminiat, A., Li, L., Zeng, F., Pabst, T., Chiasson, P., & Chapuis, R. P. (2020). Determination of the Shear Strength of Rockfill from Small-Scale Laboratory Shear Tests: A Critical Review. Advances in Civil Engineering, 2020, 1-18. Lien externe
Deiminiat, A., Li, L., Zeng, F., Pabst, T., Chapuis, R. P., & Chiasson, P. (septembre 2020). An overview on the determination of the shear strength of coarse grain materials (rockfills) from small scale laboratory tests [Communication écrite]. 73rd annual conference of the Canadian Geotechnical Society (GeoVirtual 2020). Non disponible
