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dc.contributor.authorHan, Yi
dc.contributor.authorChen, Yumin
dc.contributor.authorSarajpoor, Saeed
dc.contributor.authorGou, Yonggang
dc.contributor.authorYao, Xiaofei
dc.contributor.authorChen, Runze
dc.contributor.authorLi, Danqi
dc.date.accessioned2026-08-20T11:27:55Z
dc.date.available2026-08-20T11:27:55Z
dc.date.copyright2025/07/03
dc.date.issued2025
dc.identifier.otherIJGNAI.GMENG-11297.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4312237
dc.description.abstractAbstract This study delved into the penetration of rigid-drainage piles into sand, utilizing transparent soil technology for model tests. The research used advanced particle image velocimetry to evaluate soil displacement during pile penetration. Also, ...
dc.publisherAmerican Society of Civil Engineers
dc.titleRigid Drainage Pile Performance in Sandy Soils: Transparent Soil Technology, Particle Image Velocimetry,and 3D Printing Insights
dc.typeJournal Article
dc.journal.volume25
dc.journal.issue9
dc.journal.titleInternational Journal of Geomechanics
dc.identifier.doi10.1061/IJGNAI.GMENG-11297
dc.journal.fristpage04025181-1
dc.journal.lastpage04025181-13
dc.page13
dc.treeInternational Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 009
dc.contenttypeFulltext


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