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

出版年份 2016 全文链接

标题

作者

关键词

Discrete element modelling, Fabric/structure of soils, Particle-scale behaviour, Triaxial tests (IGC: D3/D6/E13)

出版物

Volume 56, Issue 1, Pages 152-159

出版商

Elsevier BV

发表日期

2016-02-21

DOI

10.1016/j.sandf.2016.01.013

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