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    Stress Ratio–Controlled Hardening Rule in the NorSand Framework

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2025:;Volume ( 151 ):;issue: 012::page 04025149-1
    Author:
    Razavi, Seyyed Kazem
    ,
    Yniesta, Samuel
    DOI: 10.1061/JGGEFK.GTENG-12925
    Publisher: American Society of Civil Engineers
    Abstract: AbstractThe NorSand model is a Cambridge-type soil model based on critical state theory, designed to simulate the monotonic behavior of sand. Cambridge-type models use an associated flow rule, with their yield surface obtained by integrating the stress-...
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      Stress Ratio–Controlled Hardening Rule in the NorSand Framework

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4311386
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    contributor authorRazavi, Seyyed Kazem
    contributor authorYniesta, Samuel
    date accessioned2026-08-20T10:52:39Z
    date available2026-08-20T10:52:39Z
    date copyright2025/09/24
    date issued2025
    identifier otherJGGEFK.GTENG-12925.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4311386
    description abstractAbstractThe NorSand model is a Cambridge-type soil model based on critical state theory, designed to simulate the monotonic behavior of sand. Cambridge-type models use an associated flow rule, with their yield surface obtained by integrating the stress-...
    publisherAmerican Society of Civil Engineers
    titleStress Ratio–Controlled Hardening Rule in the NorSand Framework
    typeJournal Article
    journal volume151
    journal issue12
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/JGGEFK.GTENG-12925
    journal fristpage04025149-1
    journal lastpage04025149-23
    page23
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2025:;Volume ( 151 ):;issue: 012
    contenttypeFulltext
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