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dc.contributor.authorZhang, Ruitao
dc.contributor.authorWang, Qiusheng
dc.contributor.authorLiao, Leiyi
dc.contributor.authorDeng, Qihua
dc.contributor.authorXu, Penghai
dc.date.accessioned2026-08-20T12:27:12Z
dc.date.available2026-08-20T12:27:12Z
dc.date.copyright2026/01/13
dc.date.issued2026
dc.identifier.otherIJGNAI.GMENG-12148.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313481
dc.description.abstractAbstract The bored pile method is commonly used to ensure pile integrity in karst areas. However, due to insufficient reinforcement of karst voids and excessive lateral pressure in the pile hole, serious concrete loss accidents often occur. Previous ...
dc.publisherAmerican Society of Civil Engineers
dc.titleAnalytical Solution of Critical Filling Volume for Karst Bored Pile Reinforcement
dc.typeJournal Article
dc.journal.volume26
dc.journal.issue3
dc.journal.titleInternational Journal of Geomechanics
dc.identifier.doi10.1061/IJGNAI.GMENG-12148
dc.journal.fristpage04026018-1
dc.journal.lastpage04026018-15
dc.page15
dc.treeInternational Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 003
dc.contenttypeFulltext


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