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contributor authorJing Chen
contributor authorBuddhima Indraratna
contributor authorJayan S. Vinod
contributor authorTrung Ngo
contributor authorYangzepeng Liu
date accessioned2025-04-20T10:18:46Z
date available2025-04-20T10:18:46Z
date copyright10/21/2024 12:00:00 AM
date issued2025
identifier otherIJGNAI.GMENG-9617.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4304447
description abstractThis paper presents results obtained from the discrete-element method (DEM) to study the effects of particle shape on the shear behavior and breakage of ballast aggregates. In this study, a series of direct shear tests have been performed on granular assemblies having various shape sphericity and roundness values. A clump-based degradation (breakage) model is incorporated into the DEM simulation to capture the breakage of aggregates during shearing. The results show that the decrease of particle sphericity and roundness results in an improvement in the shear performance of granular assemblies but subsequent exacerbation in particle breakage, which in turn reduces the shear strength and volumetric dilation. The breakage of particles localizes within an inclined band, with the width and inclination angle of the band increasing in assemblies comprising particles of low sphericity and roundness. A micromechanical analysis is conducted to examine the anisotropy of internal structures and particle motions in granular assemblies. It is observed that both the shape of particles and their breakage significantly influence these factors. Through microscopic analysis, a fundamental governing mechanism of particle shape effects on the shear strength and the breakage of granular materials is investigated at the macroscopic scale.
publisherAmerican Society of Civil Engineers
titleEffects of Particle Shape on the Shear Behavior and Breakage of Ballast: A DEM Approach
typeJournal Article
journal volume25
journal issue1
journal titleInternational Journal of Geomechanics
identifier doi10.1061/IJGNAI.GMENG-9617
journal fristpage04024304-1
journal lastpage04024304-18
page18
treeInternational Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 001
contenttypeFulltext


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