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dc.contributor.authorLi, Jian
dc.contributor.authorLi, Longwei
dc.contributor.authorYu, Lei
dc.contributor.authorWang, Xiang
dc.contributor.authorLi, Shichang
dc.contributor.authorChen, Shanxiong
dc.date.accessioned2026-08-20T10:50:08Z
dc.date.available2026-08-20T10:50:08Z
dc.date.copyright2025/07/18
dc.date.issued2025
dc.identifier.otherIJGNAI.GMENG-10522.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4311326
dc.description.abstractAbstract In the past, medium–low-compressibility soil foundations were reinforced by using pile foundations that penetrated through the layer. In this paper, a large number of indoor and field tests have been conducted to prove that medium–low-...
dc.publisherAmerican Society of Civil Engineers
dc.titleProgress in the Treatment Technique of Medium- and Low-Compressibility Soil Foundations under High-Speed Railway Subgrade
dc.typeJournal Article
dc.journal.volume25
dc.journal.issue10
dc.journal.titleInternational Journal of Geomechanics
dc.identifier.doi10.1061/IJGNAI.GMENG-10522
dc.journal.fristpage04025206-1
dc.journal.lastpage04025206-16
dc.page16
dc.treeInternational Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 010
dc.contenttypeFulltext


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