Shear-induced anisotropy of granular materials with rolling resistance and particle shape effects

Volume: 150, Pages: 268 - 281
Published: Oct 1, 2018
Abstract
null null The rolling resistance model has been employed in the discrete element modelling in geomechanics, as an alternative computationally efficient approach to capture the resistance of particle rotation due to irregularity in shape. This paper presents a series of 3D DEM simulations of triaxial compression tests on specimens with rolling resistance and non-spherical particles using an in-house code. The non-spherical particle shapes are two...
Paper Details
Title
Shear-induced anisotropy of granular materials with rolling resistance and particle shape effects
Published Date
Oct 1, 2018
Volume
150
Pages
268 - 281
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