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contributor authorHan, Yi
contributor authorChen, Yumin
contributor authorSarajpoor, Saeed
contributor authorGou, Yonggang
contributor authorYao, Xiaofei
contributor authorChen, Runze
contributor authorLi, Danqi
date accessioned2026-08-20T11:27:55Z
date available2026-08-20T11:27:55Z
date copyright2025/07/03
date issued2025
identifier otherIJGNAI.GMENG-11297.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4312237
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, ...
publisherAmerican Society of Civil Engineers
titleRigid Drainage Pile Performance in Sandy Soils: Transparent Soil Technology, Particle Image Velocimetry,and 3D Printing Insights
typeJournal Article
journal volume25
journal issue9
journal titleInternational Journal of Geomechanics
identifier doi10.1061/IJGNAI.GMENG-11297
journal fristpage04025181-1
journal lastpage04025181-13
page13
treeInternational Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 009
contenttypeFulltext


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