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    Three-Dimensional Upper-Bound Plastic Limit Analysis and Experimental Validation of Karst Foundations: Bearing Capacity Assessment and Failure Mechanisms

    Source: International Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 002::page 04025329-1
    Author:
    Lu, Kaiyu
    ,
    Li, Ze
    ,
    Du, Shigui
    ,
    Liu, Wenlian
    ,
    Zhang, Xiaoyan
    DOI: 10.1061/IJGNAI.GMENG-11748
    Publisher: American Society of Civil Engineers
    Abstract: Abstract Karst foundations, characterized by caves and weak interlayers, pose significant challenges in stability assessment. Traditional 2D methods fail to capture the complex spatial interactions governing load transfer and failure mechanisms. This ... Practical Applications This study presents a systematic approach for pile foundation safety assessment in karst terrains, as implemented in the Kunming International Airport expansion project. For site-specific geological conditions, engineers can first ...
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      Three-Dimensional Upper-Bound Plastic Limit Analysis and Experimental Validation of Karst Foundations: Bearing Capacity Assessment and Failure Mechanisms

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4312914
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    contributor authorLu, Kaiyu
    contributor authorLi, Ze
    contributor authorDu, Shigui
    contributor authorLiu, Wenlian
    contributor authorZhang, Xiaoyan
    date accessioned2026-08-20T11:58:13Z
    date available2026-08-20T11:58:13Z
    date copyright2025/11/17
    date issued2026
    identifier otherIJGNAI.GMENG-11748.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4312914
    description abstractAbstract Karst foundations, characterized by caves and weak interlayers, pose significant challenges in stability assessment. Traditional 2D methods fail to capture the complex spatial interactions governing load transfer and failure mechanisms. This ... Practical Applications This study presents a systematic approach for pile foundation safety assessment in karst terrains, as implemented in the Kunming International Airport expansion project. For site-specific geological conditions, engineers can first ...
    publisherAmerican Society of Civil Engineers
    titleThree-Dimensional Upper-Bound Plastic Limit Analysis and Experimental Validation of Karst Foundations: Bearing Capacity Assessment and Failure Mechanisms
    typeJournal Article
    journal volume26
    journal issue2
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/IJGNAI.GMENG-11748
    journal fristpage04025329-1
    journal lastpage04025329-12
    page12
    treeInternational Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 002
    contenttypeFulltext
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