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    Unified Constitutive Model for Overconsolidated Clay and Sand: CASM-d

    Source: International Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 008::page 04026145-1
    Author:
    Ma, Fan
    ,
    Ma, WenGuo
    ,
    Zhang, Gang
    ,
    Wang, LiYe
    DOI: 10.1061/IJGNAI.GMENG-13213
    Publisher: American Society of Civil Engineers
    Abstract: Abstract This study presents a constitutive model developed to accurately predict the mechanical behavior of saturated soils, applicable to both overconsolidated clay and dense sand. The CASM-d model integrates key features of the clay and sand model (...
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      Unified Constitutive Model for Overconsolidated Clay and Sand: CASM-d

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4314065
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    • International Journal of Geomechanics

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    contributor authorMa, Fan
    contributor authorMa, WenGuo
    contributor authorZhang, Gang
    contributor authorWang, LiYe
    date accessioned2026-08-20T21:10:29Z
    date available2026-08-20T21:10:29Z
    date copyright2026/06/01
    date issued2026
    identifier otherIJGNAI.GMENG-13213.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4314065
    description abstractAbstract This study presents a constitutive model developed to accurately predict the mechanical behavior of saturated soils, applicable to both overconsolidated clay and dense sand. The CASM-d model integrates key features of the clay and sand model (...
    publisherAmerican Society of Civil Engineers
    titleUnified Constitutive Model for Overconsolidated Clay and Sand: CASM-d
    typeJournal Article
    journal volume26
    journal issue8
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/IJGNAI.GMENG-13213
    journal fristpage04026145-1
    journal lastpage04026145-15
    page15
    treeInternational Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 008
    contenttypeFulltext
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