Effect of particle morphology on stress and strain characteristics of granular materials during triaxial compression
Author:
Funder
Japan society for the promotion of science
Publisher
Springer Science and Business Media LLC
Subject
Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology
Link
https://link.springer.com/content/pdf/10.1007/s11440-023-02190-y.pdf
Reference54 articles.
1. Ahmed SS, Martinez A (2021) Triaxial compression behavior of 3D printed and natural sands. Granular Matter 23(4):1–24. https://doi.org/10.1007/s10035-021-01143-0
2. Alshibli K, Roussel L (2006) Experimental investigation of slip-stick behaviour in granular materials. Int J Numer Anal Meth Geomech 30(14):1391–1407
3. Alshibli K, Sture S (2000) Shear band formation in plane strain experiments of sand. J Geotechn Geoenviron Eng 126(6):495–503
4. Altuhafi F, Coop M (2011) Changes to particle characteristics associated with the compression of sands. Géotechnique 61(6):459–471
5. Altuhafi F, O’Sullivan C, Cavarretta I (2013) Analysis of an image-based method to quantify the size and shape of sand particles. J Geotech Geoenviron Eng 139:1290–1307
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