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    A Fully Coupled Flow Deformation Model for Seismic Response Analysis of Underground Structures in Liquefiable Sites

    Source: International Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 003::page 04026015-1
    Author:
    Wang, Qiuzhe
    ,
    Bai, Xiaoxiao
    ,
    Zhao, Ronghua
    ,
    Lu, Qingrui
    ,
    Zhao, Kai
    ,
    Chen, Guoxing
    DOI: 10.1061/IJGNAI.GMENG-12110
    Publisher: American Society of Civil Engineers
    Abstract: Abstract With an algorithm for equivalent shear strain and a loading–unloading criterion, the Davidenkov constitutive model is formulated in three-dimensional stress space. A method for effective stress analysis to capture soil–structure interaction in ...
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      A Fully Coupled Flow Deformation Model for Seismic Response Analysis of Underground Structures in Liquefiable Sites

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/4313426
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    • International Journal of Geomechanics

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    contributor authorWang, Qiuzhe
    contributor authorBai, Xiaoxiao
    contributor authorZhao, Ronghua
    contributor authorLu, Qingrui
    contributor authorZhao, Kai
    contributor authorChen, Guoxing
    date accessioned2026-08-20T12:24:05Z
    date available2026-08-20T12:24:05Z
    date copyright2026/01/13
    date issued2026
    identifier otherIJGNAI.GMENG-12110.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313426
    description abstractAbstract With an algorithm for equivalent shear strain and a loading–unloading criterion, the Davidenkov constitutive model is formulated in three-dimensional stress space. A method for effective stress analysis to capture soil–structure interaction in ...
    publisherAmerican Society of Civil Engineers
    titleA Fully Coupled Flow Deformation Model for Seismic Response Analysis of Underground Structures in Liquefiable Sites
    typeJournal Article
    journal volume26
    journal issue3
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/IJGNAI.GMENG-12110
    journal fristpage04026015-1
    journal lastpage04026015-11
    page11
    treeInternational Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 003
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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