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    DEM Investigation of the Critical State Behavior of Granular Soils: Effect of Intermediate Principal Stress and Particle Size Distribution

    Source: International Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 003::page 04025370-1
    Author:
    Jiang, Mingdong
    ,
    Hu, Zheng
    DOI: 10.1061/IJGNAI.GMENG-12326
    Publisher: American Society of Civil Engineers
    Abstract: Abstract This study investigates the roles of the intermediate principal stress ratio (b) and particle size distribution (PSD) in governing the critical state behavior of granular soils using the discrete element method (DEM). A series of π-plane ...
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      DEM Investigation of the Critical State Behavior of Granular Soils: Effect of Intermediate Principal Stress and Particle Size Distribution

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4313607
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    contributor authorJiang, Mingdong
    contributor authorHu, Zheng
    date accessioned2026-08-20T20:52:34Z
    date available2026-08-20T20:52:34Z
    date copyright2025/12/23
    date issued2026
    identifier otherIJGNAI.GMENG-12326.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313607
    description abstractAbstract This study investigates the roles of the intermediate principal stress ratio (b) and particle size distribution (PSD) in governing the critical state behavior of granular soils using the discrete element method (DEM). A series of π-plane ...
    publisherAmerican Society of Civil Engineers
    titleDEM Investigation of the Critical State Behavior of Granular Soils: Effect of Intermediate Principal Stress and Particle Size Distribution
    typeJournal Article
    journal volume26
    journal issue3
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/IJGNAI.GMENG-12326
    journal fristpage04025370-1
    journal lastpage04025370-12
    page12
    treeInternational Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 003
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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