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    Effects of Particle Shape on the Shear Behavior and Breakage of Ballast: A DEM Approach

    Source: International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 001::page 04024304-1
    Author:
    Jing Chen
    ,
    Buddhima Indraratna
    ,
    Jayan S. Vinod
    ,
    Trung Ngo
    ,
    Yangzepeng Liu
    DOI: 10.1061/IJGNAI.GMENG-9617
    Publisher: American Society of Civil Engineers
    Abstract: This 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.
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      Effects of Particle Shape on the Shear Behavior and Breakage of Ballast: A DEM Approach

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4304447
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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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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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