Macro-micro Performances of Granular Materials Considering the Influences of Density and Stress Path under True Triaxial Conditions: A DEM Investigation-Reference-Cited by-同舟云学术

Macro-micro Performances of Granular Materials Considering the Influences of Density and Stress Path under True Triaxial Conditions: A DEM Investigation

Published:2023-08-09 Issue:10 Volume:27 Page:4176-4191
ISSN:1226-7988
Container-title:KSCE Journal of Civil Engineering
language:en
Short-container-title:KSCE J Civ Eng

Author:

Wang Hailin,Sun Hong^ORCID,Ge Xiurun,Niu Fujun^ORCID

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Link

https://link.springer.com/content/pdf/10.1007/s12205-023-2159-5.pdf

Reference56 articles.

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2. Antony SJ, Momoh RO, Kuhn MR (2004) Micromechanical modelling of oval particulates subjected to bi-axial compression. Computational Materials Science 29(4):494–498, DOI: https://doi.org/10.1016/j.commatsci.2003.12.007

3. Bardet JP (1994) Observations on the effects of particle rotations on the failure of idealized granular materials. Mechanics of materials 18(2):159–182, DOI: https://doi.org/10.1016/0167-6636(94)00006-9

4. Barreto D, O Sullivan C, Zdravkovic L, Nakagawa M, Luding S (2009) Quantifying the evolution of soil fabric under different stress paths. AIP Conf Proc 1145(1):181–184, DOI: https://doi.org/10.1063/1.3179881

5. Belheine N, Plassiard JP, Donzé FV, Darve F, Seridi A (2009) Numerical simulation of drained triaxial test using 3D discrete element modeling. Computers and Geotechnics 36(1–2):320–331, DOI: https://doi.org/10.1016/j.compgeo.2008.02.003

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