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Aponte, D., Estrada, N., Barés, J., Renouf, M., & Azéma, É. (2024). Geometric cohesion in two-dimensional systems composed of star-shaped particles. Physical Review E, 109(4), 044908 (11 pages). Lien externe
Binaree, T., Kwunjai, S., Jitsangiam, P., Azéma, É., & Jing, G. (2024). Assessment of macro and micro mechanical properties of fresh and deteriorated ballast combining laboratory tests and 2D-discrete element methods. Construction and Building Materials, 420, 135525 (12 pages). Lien externe
Cantor, D., Azéma, É., & Ovalle, C. (2024). Failure of an effective stress approach in polydisperse wet granular materials. Physical Review Research, 6(2), 022008 (8 pages). Lien externe
Polanía, O., Estrada, N., Azéma, É., Renouf, M., & Cabrera, M. (2024). Polydispersity effect on dry and immersed granular collapses: an experimental study. Journal of Fluid Mechanics, 983, A40 (19 pages). Lien externe
Quiroz-Rojo, P., Cantor, D., Renouf, M., Ovalle, C., & Azéma, É. (2024). Rev assessment of granular materials with varied grading based on macro- and micro-mechanical statistical data. ACTA Geotechnica, 14 pages. Lien externe
Sanchez, P., Azéma, É., Hoover, C., Ryan, A., Ballouz, R.-L., Connolly, H. C. J., & Lauretta, D. S. (2024). A revised modelling of the strength of regolith in asteroid. Bulletin of the AAS, 55(8). Lien externe
Wang, W., Barés, J., Renouf, M., & Azéma, É. (2024). Steady granular flow in a rotating drum: A theoretical nonlocal model for characterizing stress, velocity, and packing fraction profiles, encompassing grain shape effects from convex to highly concave. Physical Review Research, 6(4). Disponible
Coppin, N., Cabrera, M. A., Azéma, É., Legat, V., & Lambrechts, J. (mai 2024). Simulations numériques d'effondrement de colonnes de grains allongés [Communication écrite]. 16ième Colloque national en calcul des structures (CSMA 2024), Presqu’île de Giens (5 pages). Lien externe
Quiroz-Rojo, P., Ovalle, C., Girumugisha, G., Cantor, D., Azéma, É., & Renouf, M. (novembre 2024). Particle size effects on critical strength of granular soils through numerical and laboratory testing [Efectos de tamaño de partícula en la resistencia al corte critica de suelos granulares mediante ensayos numéricos y de laboratorio]. [Communication écrite]. 17th Pan-American Conference on Soil Mechanics and Geotechnical Engineering (PCSMGE 2024), La Serena, Chile (5 pages). Lien externe