Internal states of model isotropic granular packings. III. Elastic properties
Ivana Agnolin (LMSGC), Jean-No\"el Roux (LMSGC)

TL;DR
This paper investigates the elastic properties of simulated isotropic granular packings, revealing how coordination number and contact mechanics influence stiffness and elastic moduli, with implications for understanding granular material behavior.
Contribution
It provides a detailed numerical analysis of elastic moduli in granular packings, highlighting the role of coordination number and contact mechanics, and compares results with experimental data.
Findings
Elastic moduli are sensitive to coordination number, not just density.
Voigt and Reuss bounds accurately bracket bulk modulus but not shear modulus.
Shear modulus varies with force indeterminacy and load direction in fragile networks.
Abstract
In this third and final paper of a series, elastic properties of numerically simulated isotropic packings of spherical beads assembled by different procedures and subjected to a varying confining pressure P are investigated. In addition P, which determines the stiffness of contacts by Hertz's law, elastic moduli are chiefly sensitive to the coordination number, the possible values of which are not necessarily correlated with the density. Comparisons of numerical and experimental results for glass beads in the 10kPa-10MPa range reveal similar differences between dry samples compacted by vibrations and lubricated packings. The greater stiffness of the latter, in spite of their lower density, can hence be attributed to a larger coordination number. Voigt and Reuss bounds bracket bulk modulus B accurately, but simple estimation schemes fail for shear modulus G, especially in poorly…
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