Effect of particle characteristics on the evolution of particle size, particle morphology, and fabric of sands loaded under uniaxial compression

Author:

Ganju EshanORCID,Kılıç Mustafa,Prezzi Monica,Salgado Rodrigo,Parab Niranjan,Chen Wayne

Funder

Division of Civil, Mechanical and Manufacturing Innovation

Publisher

Springer Science and Business Media LLC

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Reference96 articles.

1. Alam MF, Haque A, Ranjith PG (2018) A study of the particle-level fabric and morphology of granular soils under one-dimensional compression using insitu X-ray CT imaging. Materials (Basel) 11:16–18. https://doi.org/10.3390/ma11060919

2. Alikarami R, Andò E, Gkiousas-Kapnisis M et al (2014) Strain localisation and grain breakage in sand under shearing at high mean stress: insights from in situ X-ray tomography. Acta Geotech 10:15–30. https://doi.org/10.1007/s11440-014-0364-6

3. Allersma HGB (1987) Optical analysis of stress and strain in photoelastic particle assemblies. TU Delft

4. Allersma HGB (1982) Photoelastic investigation of the stress distribution during penetration. In: Proceedings of the Second European Symposium on Penetraiton Testing. Amsterdam, pp 411–418

5. Allersma HGB, Broere W (2002) Optical analysis of stress around a penetrating probe in granular material. Phys Model Geotech Proc Int Conf Phys Model Geotech 149–154

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