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    Three-Dimensional Stability Analysis of Slopes Reinforced with Piles Considering the Rotation of Principal Stresses

    Source: International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 012::page 04025264-1
    Author:
    Zhao, Zihao
    ,
    Wang, Jiarui
    ,
    Zhang, Fei
    ,
    Zhang, Haixu
    ,
    Zhao, Guoqing
    DOI: 10.1061/IJGNAI.GMENG-12068
    Publisher: American Society of Civil Engineers
    Abstract: Abstract Accurate evaluation of the lateral force acting on the stabilizing piles is greatly significant for the stability analysis of a slope reinforced with piles. The presence of friction on the pile surface can induce rotation of the principal stress ...
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      Three-Dimensional Stability Analysis of Slopes Reinforced with Piles Considering the Rotation of Principal Stresses

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4313393
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    contributor authorZhao, Zihao
    contributor authorWang, Jiarui
    contributor authorZhang, Fei
    contributor authorZhang, Haixu
    contributor authorZhao, Guoqing
    date accessioned2026-08-20T12:21:24Z
    date available2026-08-20T12:21:24Z
    date copyright2025/09/16
    date issued2025
    identifier otherIJGNAI.GMENG-12068.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313393
    description abstractAbstract Accurate evaluation of the lateral force acting on the stabilizing piles is greatly significant for the stability analysis of a slope reinforced with piles. The presence of friction on the pile surface can induce rotation of the principal stress ...
    publisherAmerican Society of Civil Engineers
    titleThree-Dimensional Stability Analysis of Slopes Reinforced with Piles Considering the Rotation of Principal Stresses
    typeJournal Article
    journal volume25
    journal issue12
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/IJGNAI.GMENG-12068
    journal fristpage04025264-1
    journal lastpage04025264-15
    page15
    treeInternational Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 012
    contenttypeFulltext
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