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    Deformation Analysis of Circular Tunnels Based on a Viscoelastic–Plastic Rheological Model

    Source: International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 012::page 04025296-1
    Author:
    Li, Hao
    ,
    Wu, Lizhou
    ,
    Li, Bine
    ,
    Liu, Yang
    DOI: 10.1061/IJGNAI.GMENG-11663
    Publisher: American Society of Civil Engineers
    Abstract: Abstract Geomaterials experience time-dependent deformation resulting from underground excavation. Herein, we propose a novel six-parameter creep constitutive model incorporating a Hookean elastomer, Kelvin body, and plastic element (HKP) model to ...
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      Deformation Analysis of Circular Tunnels Based on a Viscoelastic–Plastic Rheological Model

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4312803
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    contributor authorLi, Hao
    contributor authorWu, Lizhou
    contributor authorLi, Bine
    contributor authorLiu, Yang
    date accessioned2026-08-20T11:53:19Z
    date available2026-08-20T11:53:19Z
    date copyright2025/10/13
    date issued2025
    identifier otherIJGNAI.GMENG-11663.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4312803
    description abstractAbstract Geomaterials experience time-dependent deformation resulting from underground excavation. Herein, we propose a novel six-parameter creep constitutive model incorporating a Hookean elastomer, Kelvin body, and plastic element (HKP) model to ...
    publisherAmerican Society of Civil Engineers
    titleDeformation Analysis of Circular Tunnels Based on a Viscoelastic–Plastic Rheological Model
    typeJournal Article
    journal volume25
    journal issue12
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/IJGNAI.GMENG-11663
    journal fristpage04025296-1
    journal lastpage04025296-9
    page9
    treeInternational Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 012
    contenttypeFulltext
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