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Discussion

Reply to the Discussion: Cherif Taiba et al. (2022), “Impact of the overall regularity and related granulometric characteristics on the critical state soil mechanics of natural sands: a state-of-the art review”, Geomechanics and Geoengineering, doi: 10.1080/17486025.2022.2044076

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Pages 23-26 | Received 18 Jul 2022, Accepted 24 Nov 2022, Published online: 12 Dec 2022

References

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  • Cherif Taiba, A., et al., 2022. Impact of the overall regularity and related granulometric characteristics on the critical state soil mechanics of natural sands: a state-of-the art review. Geomechanics and Geoengineering, 1–10. doi:10.1080/17486025.2022.2044076
  • Cho, G.C., Dodds, J., and Santamarina, J.C., 2006. Particle shape effects on packing density, stiffness, and strength: natural and crushed sands. Journal of Geotechnical and Geoenvironmental Engineering, 132 (5), 591–602. doi:10.1061/(ASCE)1090-0241(2006)132:5(591)
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  • Sarkar, D., Goudarzy, M., and König, D., 2019a. An interpretation of the influence of particle shape on the mechanical behavior of granular material. Granular Matter, 21, 53. doi:10.1007/s10035-019-0909-3
  • Sarkar, D., König, D., and Goudarzy, M., 2019b. The influence of particle characteristics on the index void ratios in granular materials. Particuology, 46, 1–13. doi:10.1016/j.partic.2018.09.010
  • Yang, J. and Luo, X.D., 2015. Exploring the relationship between critical state and particle shape for granular materials. Journal of the Mechanics and Physics of Solids, 84, 196–213. doi:10.1016/j.jmps.2015.08.001

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