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Effects of particle size‐shape correlations on steady shear strength of granular materials: The case of particle elongation.

Authors :
Carrasco, Sergio
Cantor, David
Ovalle, Carlos
Source :
International Journal for Numerical & Analytical Methods in Geomechanics. 4/10/2022, Vol. 46 Issue 5, p979-1000. 22p.
Publication Year :
2022

Abstract

Granular materials often present correlations between particle size and shape due to their geological formation and mechanisms of weathering and fragmentation. It is known that particle shape strongly affects shear strength. However, the effects of shape can be modified by the role the particle plays in a sample given its size. We explore the steady shear strength of samples composed of particles presenting size‐shape correlations and we focus on the case of particle elongation in two opposite scenarios: (A) large elongated grains with finer circular grains and (B) large circular grains with elongated finer grains. By means of numerical simulations, we probe the shear strength of samples of varying particle size span from mono to highly polydisperse and particle aspect ratios varying between 1 and 5. We find that the two correlations tested strongly impact the shear strength as particle size span evolves. Microstructural analyzes allow us to identify how each correlation affects connectivity and anisotropies linked to the orientation of the particles and load transmission. Decompositions of the stress tensor let us identify the sources of the different mechanical behavior in each correlation and determine the contributions of each particle shape to macroscopic shear strength. This study proves that common small‐scaling methods based on truncated or parallel particle size distributions can incur in under/over‐estimations of shear strength if particle shapes are not considered in the scaling process. [ABSTRACT FROM AUTHOR]

Details

Language :
English
ISSN :
03639061
Volume :
46
Issue :
5
Database :
Academic Search Index
Journal :
International Journal for Numerical & Analytical Methods in Geomechanics
Publication Type :
Academic Journal
Accession number :
155661704
Full Text :
https://doi.org/10.1002/nag.3329