Study on particle loss-induced deformation of gap-graded soils: role of particle stress
Author:
Funder
National Natural Science Foundation of China
Department of Education of Hebei Province, China
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s11440-024-02377-x.pdf
Reference67 articles.
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2. Aboul Hosn R, Sibille L, Benahmed N, Chareyre B (2018) A discrete numerical model involving partial fluid-solid coupling to describe suffusion effects in soils. Comput Geotech 95:30–39. https://doi.org/10.1016/j.compgeo.2017.11.006
3. Ahmadi M, Shire T, Mehdizadeh A, Disfani M (2020) DEM modelling to assess internal stability of gap-graded assemblies of spherical particles under various relative densities, fine contents and gap ratios. Comput Geotech 126:103710. https://doi.org/10.1016/j.compgeo.2020.103710
4. Benamar A, dos Santos RNC, Bennabi A, Karoui T (2019) Suffusion evaluation of coarse-graded soils from Rhine dikes. Acta Geotech 3(14):815–823. https://doi.org/10.1007/s11440-019-00782-1
5. Cheng Q, Tang CS, Rong DZ, Li HD, Shi B (2024) Effects of compaction state on structural strength of a clayey soil as determined by micropenetrometer tests. Acta Geotechnica 19(5):2907–2918. https://doi.org/10.1007/s11440-023-02076-z
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