Shear-induced pressure anisotropy in granular materials of nonspherical particles
Huzaif Rahim, Sudeshna Roy, Thorsten P\"oschel

TL;DR
This study investigates how shear-induced pressure anisotropy develops in granular materials of nonspherical particles, revealing the influence of interparticle friction on particle alignment, pressure distribution, and shear localization.
Contribution
It introduces a detailed analysis of pressure anisotropy in sheared granular materials of nonspherical particles, highlighting the role of interparticle friction and particle shape.
Findings
Pressure difference depends on interparticle friction $mma$.
High $mma$ leads to localized shear and particle alignment.
Spherical particles maintain uniform pressure regardless of $mma$.
Abstract
When a granular material composed of elongated grains is sheared in a split-bottom shear cell, a pressure difference develops within the material. This pressure difference depends on the interparticle friction (), which affects shear localization and particle alignment. For large , alignment is confined to a narrow shear band, leading to localized increases in packing density and pressure. For small , particles align over a wider region, leading to a nearly uniform packing density and pressure throughout the material. In contrast, spherical particles, regardless of , maintain a uniform packing density and pressure throughout the material. We observe a phenomenological similarity to the Weissenberg effect in non-Newtonian fluids, where normal stress differences induce radial pressure gradients, unlike the uniform pressure in Newtonian fluids.
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Taxonomy
TopicsGranular flow and fluidized beds · Geotechnical Engineering and Soil Mechanics · Nonlocal and gradient elasticity in micro/nano structures
