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How particle shape affects the critical state, triggering of instability and dilatancy of granular materials – results from a DEM study.

Authors :
Nguyen, H. B. K.
Rahman, M. M.
Fourie, A. B.
Luo, X. D.
Tang, X.
Yang, J.
Source :
Géotechnique. Nov2024, Vol. 74 Issue 12, p1503-1508. 6p.
Publication Year :
2024

Abstract

This document explores the impact of particle shape on the behavior of granular materials. The authors reference previous studies and present their own experimental results to evaluate the relationship between particle shape and critical state. They find that granular soils with rounded particles have lower and less steep critical state lines compared to soils with angular particles. The authors also discuss the effect of particle shape on instability triggering and highlight inconsistencies in simulation results. The study emphasizes the importance of considering particle shape in determining the mechanical behavior of granular materials. [Extracted from the article]

Details

Language :
English
ISSN :
00168505
Volume :
74
Issue :
12
Database :
Academic Search Index
Journal :
Géotechnique
Publication Type :
Academic Journal
Accession number :
180236048
Full Text :
https://doi.org/10.1680/jgeot.20.D.005