Influence of the rolling-resistance-based shape of coarse particles on the shear responses of granular mixtures
Abstract
Shear responses of dense granular mixtures of spherical coarse particles with the rolling resistance and spherical fine particles are studied via triaxial compression tests using the discrete element method. The macroscale responses (shear strength and dilatancy) are examined. Comparing the results with those in the literature indicates that granular mixtures with a rolling resistance coefficient of 0.5 have similar macroscale responses to those...
Paper Details
Title
Influence of the rolling-resistance-based shape of coarse particles on the shear responses of granular mixtures
Published Date
Oct 1, 2020
Journal
Volume
52
Pages
67 - 82
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