The influence of rolling resistance on the stress-dilatancy and fabric anisotropy of granular materials
Published 2018 View Full Article
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Title
The influence of rolling resistance on the stress-dilatancy and fabric anisotropy of granular materials
Authors
Keywords
Discrete element method, Rolling resistance, Dilatancy, Fabric anisotropy, Granular materials
Journal
GRANULAR MATTER
Volume 20, Issue 1, Pages -
Publisher
Springer Nature
Online
2018-01-08
DOI
10.1007/s10035-017-0780-z
References
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- (2014) Jidong Zhao et al. ACTA MECHANICA SOLIDA SINICA
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- (2008) N. Belheine et al. COMPUTERS AND GEOTECHNICS
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