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    Jointed Rock Slope Stability Analysis Using Finite-Element Limit-Equilibrium Method

    Source: International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 010::page 04025213-1
    Author:
    Liu, Shiyi
    ,
    Li, Ming
    ,
    Shao, Longtan
    DOI: 10.1061/IJGNAI.GMENG-11733
    Publisher: American Society of Civil Engineers
    Abstract: Abstract The finite-element limit-equilibrium method (FELEM) has been successfully applied for the stability analysis of soil slopes and homogeneous rock slopes. It employs optimization algorithms to identify the critical slip surface and determine the ...
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      Jointed Rock Slope Stability Analysis Using Finite-Element Limit-Equilibrium Method

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4312892
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    • International Journal of Geomechanics

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    contributor authorLiu, Shiyi
    contributor authorLi, Ming
    contributor authorShao, Longtan
    date accessioned2026-08-20T11:57:17Z
    date available2026-08-20T11:57:17Z
    date copyright2025/07/24
    date issued2025
    identifier otherIJGNAI.GMENG-11733.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4312892
    description abstractAbstract The finite-element limit-equilibrium method (FELEM) has been successfully applied for the stability analysis of soil slopes and homogeneous rock slopes. It employs optimization algorithms to identify the critical slip surface and determine the ...
    publisherAmerican Society of Civil Engineers
    titleJointed Rock Slope Stability Analysis Using Finite-Element Limit-Equilibrium Method
    typeJournal Article
    journal volume25
    journal issue10
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/IJGNAI.GMENG-11733
    journal fristpage04025213-1
    journal lastpage04025213-14
    page14
    treeInternational Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 010
    contenttypeFulltext
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