Open AccessHow particle shape affects the critical state, triggering of instability and dilatancy of granular materials – results from a DEM study
Author(s) -
Hoang Bao Khoi Nguyen,
Md Mizanur Rahman,
Andy Fourie
Publication year - 2020
Publication title -
géotechnique
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 2.775
H-Index - 135
eISSN - 1751-7656
pISSN - 0016-8505
DOI - 10.1680/jgeot.18.p.211
Subject(s) - dilatant , granular material , discrete element method , critical state soil mechanics , void ratio , geotechnical engineering , consolidation (business) , sphericity , particle (ecology) , isotropy , mechanics , materials science , constitutive equation , stress path , liquefaction , plasticity , geology , physics , composite material , finite element method , thermodynamics , oceanography , quantum mechanics , business , accounting
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