Effects of realistic particle morphology on mechanical behaviors of loess with discrete element analyses
Author:
Funder
the China Scholarship Council Program
National Nature Science Foundation of China
National key Research and Development Program of China
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s12665-024-11848-z.pdf
Reference69 articles.
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2. Belheine N, Plassiard JP, Donze FV, Darve F, Seridi A (2009) Numerical simulation of drained triaxial test using 3D discrete element modeling. Comput Geotech 36(1–2):320–331. https://doi.org/10.1016/j.compgeo.2008.02.003
3. Chen J, Indraratna B, Vinod JS, Ngo NT, Gao R, Liu YZP (2021) Stress-dilatancy behavior of fouled ballast:experiments and DEM modelling. Gran Mat 23:90. https://doi.org/10.1007/s10035-021-01150-1
4. Chen C, Yang Q, Leng WM, Dong JL, Xu F, Wei LM, Ruan B (2022) Experimental investigation of the mechanical properties of the sand–concrete pile interface considering roughness and relative density. Materials 15(13):4480. https://doi.org/10.3390/ma15134480
5. Cinar K, Parasiz SA, Akbulut M, Eruslu SO (2022) An experimental and numerical investigation of particle morphology effect on the elasto-plastic behavior of particle-filled composites. Fiber Poly 23(9):2694–2711. https://doi.org/10.1007/s12221-022-4382-y
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