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    Mechanical Behavior of Granular Materials under Neutral Loading: Stress-Probing Analysis and Constitutive Modeling

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2026:;Volume ( 152 ):;issue: 003::page 04025203-1
    Author:
    Liao, Dong
    ,
    Zhou, Chao
    ,
    Yang, Zhongxuan
    DOI: 10.1061/JGGEFK.GTENG-13799
    Publisher: American Society of Civil Engineers
    Abstract: AbstractUnderstanding the behavior of granular materials under neutral loading can provide valuable insights into the fundamental principles that govern their responses and aid in developing sophisticated constitutive models. However, conventional testing ...
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      Mechanical Behavior of Granular Materials under Neutral Loading: Stress-Probing Analysis and Constitutive Modeling

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/4311479
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    • Journal of Geotechnical and Geoenvironmental Engineering

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    contributor authorLiao, Dong
    contributor authorZhou, Chao
    contributor authorYang, Zhongxuan
    date accessioned2026-08-20T10:56:44Z
    date available2026-08-20T10:56:44Z
    date copyright2025/12/26
    date issued2026
    identifier otherJGGEFK.GTENG-13799.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4311479
    description abstractAbstractUnderstanding the behavior of granular materials under neutral loading can provide valuable insights into the fundamental principles that govern their responses and aid in developing sophisticated constitutive models. However, conventional testing ...
    publisherAmerican Society of Civil Engineers
    titleMechanical Behavior of Granular Materials under Neutral Loading: Stress-Probing Analysis and Constitutive Modeling
    typeJournal Article
    journal volume152
    journal issue3
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/JGGEFK.GTENG-13799
    journal fristpage04025203-1
    journal lastpage04025203-18
    page18
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2026:;Volume ( 152 ):;issue: 003
    contenttypeFulltext
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