TY - JOUR
T1 - Effect of Particle Shape on Constitutive Relation
T2 - DEM Study
AU - Nguyen, H. B.K.
AU - Rahman, M. M.
AU - Fourie, A. B.
PY - 2020/7/1
Y1 - 2020/7/1
N2 - The influence of particle shape was evaluated under drained and undrained (constant volume) condition using three-dimensional (3D) cubical assemblies of spheres, ellipsoids, and cluster of spheres (a combination of seven spheres with two different degrees of overlap) with same particle size distribution. It was found that the peak deviatoric stress, the minimum dilatancy (d=dϵvp/dϵqp), corresponding stress ratio (dmin), the bounding surface dilatancy model, and the location of the critical state line (CSL) both in the e-log(p′) and the q-p′ space were influenced by particle shape. Therefore, four corresponding sets of constitutive parameters for four different particle shapes were implemented in a bounding surface model to predict both drained and undrained (constant volume) discrete element method (DEM) simulation. Good prediction, irrespective of particle shape, indicates that the observed DEM behavior can be adequately captured by the theories of continuum mechanics. Importantly, the majority of the constitutive parameters were influenced by particle shape and can be correlated with simple shape descriptor of sphericity.
AB - The influence of particle shape was evaluated under drained and undrained (constant volume) condition using three-dimensional (3D) cubical assemblies of spheres, ellipsoids, and cluster of spheres (a combination of seven spheres with two different degrees of overlap) with same particle size distribution. It was found that the peak deviatoric stress, the minimum dilatancy (d=dϵvp/dϵqp), corresponding stress ratio (dmin), the bounding surface dilatancy model, and the location of the critical state line (CSL) both in the e-log(p′) and the q-p′ space were influenced by particle shape. Therefore, four corresponding sets of constitutive parameters for four different particle shapes were implemented in a bounding surface model to predict both drained and undrained (constant volume) discrete element method (DEM) simulation. Good prediction, irrespective of particle shape, indicates that the observed DEM behavior can be adequately captured by the theories of continuum mechanics. Importantly, the majority of the constitutive parameters were influenced by particle shape and can be correlated with simple shape descriptor of sphericity.
KW - Constitutive model
KW - Critical state behavior
KW - Discrete element method (DEM)
KW - Particle shape
KW - State parameter
UR - http://www.scopus.com/inward/record.url?scp=85086140121&partnerID=8YFLogxK
U2 - 10.1061/(ASCE)GT.1943-5606.0002278
DO - 10.1061/(ASCE)GT.1943-5606.0002278
M3 - Article
AN - SCOPUS:85086140121
VL - 146
JO - Journal of Geotechnical and Geoenvironmentral Engineering
JF - Journal of Geotechnical and Geoenvironmentral Engineering
SN - 0733-9410
IS - 7
M1 - 04020058
ER -