Shear response of granular packings compressed above jamming onset
Philip Wang, Shiyun Zhang, Philip Tuckman, Nicholas T. Ouellette, Mark, D. Shattuck, and Corey S. O'Hern

TL;DR
This study analyzes the shear response of jammed granular packings under compression, revealing how the shear modulus scales with pressure and decomposing it into contributions from geometrical families and contact network changes.
Contribution
It provides a theoretical framework for understanding the pressure-dependent shear modulus in jammed packings, including a master curve and scaling laws for different pressure regimes.
Findings
Shear modulus has two key contributions: continuous variations and discontinuous jumps.
Derived a master curve for the shear modulus of the first geometrical family.
Identified different power-law scaling regimes for the shear modulus at low and high pressures.
Abstract
We investigate the mechanical response of jammed packings of repulsive, frictionless spherical particles undergoing isotropic compression. Prior simulations of the soft-particle model, where the repulsive interactions scale as a power-law in the interparticle overlap with exponent , have found that the ensemble-averaged shear modulus increases with pressure as at large pressures. However, a deep theoretical understanding of this scaling behavior is lacking. We show that the shear modulus of jammed packings of frictionless, spherical particles has two key contributions: 1) continuous variations as a function of pressure along geometrical families, for which the interparticle contact network does not change, and 2) discontinuous jumps during compression that arise from changes in the contact network. We show that the shear…
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