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Documents dont l'auteur est "Deiminiat, Akram"

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Nombre de documents: 8

Article de revue

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., & 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

Communication écrite

Deiminiat, A., Li, L., & Aubertin, J. D. (octobre 2022). How to obtain representative friction angle of coarse granular materials with not large enough specimens [Communication écrite]. 75th Canadian Geotechnical Conference (GeoCalgary 2022), Calgary, Alberta, CA (1 page). Lien externe

Deiminiat, A., Li, L., & Zeng, F. (septembre 2021). How to obtain reliable shear strength by direct shear tests: A revision to the minimum required specimen size to dmax ratio of ASTM D3080/D3080M-11 [Communication écrite]. 74th Canadian Geotechnical Conference (GeoNiagara 2021), Niagara Falls, Ontario (1 page). 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). Lien externe

Thèse de doctorat

Deiminiat, A. (2022). Evaluating Hydro-Mechanical Properties of Waste Rocks by Considering Scale Effect [Thèse de doctorat, Polytechnique Montréal]. Disponible

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