Assessing the quasi-static conditions for shearing in granular media within the critical state soil mechanics framework

Published 2016 View Full Article

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Title
Assessing the quasi-static conditions for shearing in granular media within the critical state soil mechanics framework
Authors
Keywords
Discrete element modelling, Fabric/structure of soils, Particle-scale behaviour, Triaxial tests (IGC: D3/D6/E13)
Journal
SOILS AND FOUNDATIONS
Volume 56, Issue 1, Pages 152-159
Publisher
Elsevier BV
Online
2016-02-21
DOI
10.1016/j.sandf.2016.01.013

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