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    Stability Analysis of an Undrained Cohesive Slope Consisting of an Embankment and Foundation Soil: Design Charts Involving Limit-State Lines and Failure Mechanisms

    Source: International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 011::page 04025239-1
    Author:
    Kahlerras, Amina
    ,
    Amar Bouzid, Djillali
    DOI: 10.1061/IJGNAI.GMENG-10600
    Publisher: American Society of Civil Engineers
    Abstract: Abstract Short-term stability of slopes in which embankment material and the foundation layer material have two distinct undrained strengths is a critical concern in geotechnical engineering. In this paper, a novel finite-element procedure known as the ...
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      Stability Analysis of an Undrained Cohesive Slope Consisting of an Embankment and Foundation Soil: Design Charts Involving Limit-State Lines and Failure Mechanisms

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4311393
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    • International Journal of Geomechanics

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    contributor authorKahlerras, Amina
    contributor authorAmar Bouzid, Djillali
    date accessioned2026-08-20T10:53:09Z
    date available2026-08-20T10:53:09Z
    date copyright2025/08/20
    date issued2025
    identifier otherIJGNAI.GMENG-10600.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4311393
    description abstractAbstract Short-term stability of slopes in which embankment material and the foundation layer material have two distinct undrained strengths is a critical concern in geotechnical engineering. In this paper, a novel finite-element procedure known as the ...
    publisherAmerican Society of Civil Engineers
    titleStability Analysis of an Undrained Cohesive Slope Consisting of an Embankment and Foundation Soil: Design Charts Involving Limit-State Lines and Failure Mechanisms
    typeJournal Article
    journal volume25
    journal issue11
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/IJGNAI.GMENG-10600
    journal fristpage04025239-1
    journal lastpage04025239-16
    page16
    treeInternational Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 011
    contenttypeFulltext
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