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In the context of this page, the word cloud was generated from the publications of the author {}. The words in this cloud come from the titles, abstracts, and keywords of the author's articles and research papers. By analyzing this word cloud, you can get an overview of the most recurring and significant topics and research areas in the author's work.
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Deiminiat, A., & Li, L. (2026). A revision to the minimum required specimen width to maximum particle size ratio in ASTM D3080/D3080M for direct shear testing of coarse granular materials. Geotechnical Testing Journal, 49(2), 28 pages. Restricted access
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. External link
Deiminiat, A. (2022). Evaluating Hydro-Mechanical Properties of Waste Rocks by Considering Scale Effect [Ph.D. thesis, Polytechnique Montréal]. Available
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. Available
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. External link
Deiminiat, A., Li, L., & Aubertin, J. D. (2022, October). How to obtain representative friction angle of coarse granular materials with not large enough specimens [Paper]. 75th Canadian Geotechnical Conference (GeoCalgary 2022), Calgary, Alberta, CA (1 page). External link
Deiminiat, A., Li, L., & Zeng, F. (2021, September). 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 [Paper]. 74th Canadian Geotechnical Conference (GeoNiagara 2021), Niagara Falls, Ontario (1 page). External link
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. External link
Deiminiat, A., Li, L., Zeng, F., Pabst, T., Chapuis, R. P., & Chiasson, P. (2020, September). An overview on the determination of the shear strength of coarse grain materials (rockfills) from small scale laboratory tests [Paper]. 73rd annual conference of the Canadian Geotechnical Society (GeoVirtual 2020). External link