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dc.contributor.authorLu, Kaiyu
dc.contributor.authorLi, Ze
dc.contributor.authorDu, Shigui
dc.contributor.authorLiu, Wenlian
dc.contributor.authorZhang, Xiaoyan
dc.date.accessioned2026-08-20T11:58:13Z
dc.date.available2026-08-20T11:58:13Z
dc.date.copyright2025/11/17
dc.date.issued2026
dc.identifier.otherIJGNAI.GMENG-11748.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4312914
dc.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 ...
dc.publisherAmerican Society of Civil Engineers
dc.titleThree-Dimensional Upper-Bound Plastic Limit Analysis and Experimental Validation of Karst Foundations: Bearing Capacity Assessment and Failure Mechanisms
dc.typeJournal Article
dc.journal.volume26
dc.journal.issue2
dc.journal.titleInternational Journal of Geomechanics
dc.identifier.doi10.1061/IJGNAI.GMENG-11748
dc.journal.fristpage04025329-1
dc.journal.lastpage04025329-12
dc.page12
dc.treeInternational Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 002
dc.contenttypeFulltext


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