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    The Reliability of Long Undrained Slopes with Anisotropic Variability

    Source: International Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 003::page 04025372-1
    Author:
    Dyson, A. P.
    ,
    Griffiths, D. V.
    DOI: 10.1061/IJGNAI.GMENG-12744
    Publisher: American Society of Civil Engineers
    Abstract: Abstract The infinite slope equation serves as a useful tool for assessing the stability of long, shallow slopes. Alternatively, the finite-element method provides insights into long-slope failure mechanisms and deformation profiles. Both methods are ...
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      The Reliability of Long Undrained Slopes with Anisotropic Variability

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4313996
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    contributor authorDyson, A. P.
    contributor authorGriffiths, D. V.
    date accessioned2026-08-20T21:07:44Z
    date available2026-08-20T21:07:44Z
    date copyright2025/12/26
    date issued2026
    identifier otherIJGNAI.GMENG-12744.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313996
    description abstractAbstract The infinite slope equation serves as a useful tool for assessing the stability of long, shallow slopes. Alternatively, the finite-element method provides insights into long-slope failure mechanisms and deformation profiles. Both methods are ...
    publisherAmerican Society of Civil Engineers
    titleThe Reliability of Long Undrained Slopes with Anisotropic Variability
    typeJournal Article
    journal volume26
    journal issue3
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/IJGNAI.GMENG-12744
    journal fristpage04025372-1
    journal lastpage04025372-10
    page10
    treeInternational Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 003
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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