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    A Unified Generalized Plasticity Model for Cemented and Uncemented Sand–Gravel Materials

    Source: International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 012::page 04025286-1
    Author:
    Chen, Ziyu
    ,
    Zhou, Chaohui
    ,
    Wei, Kuangmin
    ,
    Mi, Zhankuan
    ,
    Fu, Hua
    ,
    Huang, Wenbin
    DOI: 10.1061/IJGNAI.GMENG-10735
    Publisher: American Society of Civil Engineers
    Abstract: Abstract The cementitious material changes the mechanical and deformation characteristics of sand–gravel materials (SGMs). The aim of this study is to establish an elastoplastic constitutive model that reflects the strength and deformation law of ...
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      A Unified Generalized Plasticity Model for Cemented and Uncemented Sand–Gravel Materials

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4311481
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    • International Journal of Geomechanics

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    contributor authorChen, Ziyu
    contributor authorZhou, Chaohui
    contributor authorWei, Kuangmin
    contributor authorMi, Zhankuan
    contributor authorFu, Hua
    contributor authorHuang, Wenbin
    date accessioned2026-08-20T10:56:50Z
    date available2026-08-20T10:56:50Z
    date copyright2025/10/10
    date issued2025
    identifier otherIJGNAI.GMENG-10735.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4311481
    description abstractAbstract The cementitious material changes the mechanical and deformation characteristics of sand–gravel materials (SGMs). The aim of this study is to establish an elastoplastic constitutive model that reflects the strength and deformation law of ...
    publisherAmerican Society of Civil Engineers
    titleA Unified Generalized Plasticity Model for Cemented and Uncemented Sand–Gravel Materials
    typeJournal Article
    journal volume25
    journal issue12
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/IJGNAI.GMENG-10735
    journal fristpage04025286-1
    journal lastpage04025286-15
    page15
    treeInternational Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 012
    contenttypeFulltext
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