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    Rankine Active Earth Pressure of Unsaturated Soil Based on the Envelope Shell Model

    Source: International Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 003::page 04025364-1
    Author:
    Fang, Wei
    ,
    Wu, Run-Feng
    ,
    Cui, Yu-Jun
    ,
    Liu, Shun
    DOI: 10.1061/IJGNAI.GMENG-12524
    Publisher: American Society of Civil Engineers
    Abstract: Abstract In this study, a novel approach for the active earth pressure on retaining wall with unsaturated backfill is proposed based on the nonlinear shear strength envelope shell model and classical Rankine theory. This method is able to reflect the ...
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      Rankine Active Earth Pressure of Unsaturated Soil Based on the Envelope Shell Model

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4313852
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    • International Journal of Geomechanics

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    contributor authorFang, Wei
    contributor authorWu, Run-Feng
    contributor authorCui, Yu-Jun
    contributor authorLiu, Shun
    date accessioned2026-08-20T21:02:10Z
    date available2026-08-20T21:02:10Z
    date copyright2025/12/17
    date issued2026
    identifier otherIJGNAI.GMENG-12524.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313852
    description abstractAbstract In this study, a novel approach for the active earth pressure on retaining wall with unsaturated backfill is proposed based on the nonlinear shear strength envelope shell model and classical Rankine theory. This method is able to reflect the ...
    publisherAmerican Society of Civil Engineers
    titleRankine Active Earth Pressure of Unsaturated Soil Based on the Envelope Shell Model
    typeJournal Article
    journal volume26
    journal issue3
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/IJGNAI.GMENG-12524
    journal fristpage04025364-1
    journal lastpage04025364-13
    page13
    treeInternational Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 003
    contenttypeFulltext
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