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dc.contributor.authorZhu, Qu
dc.contributor.authorShang, Jin
dc.contributor.authorZhou, Pan
dc.contributor.authorYang, Shanghui
dc.contributor.authorWei, Mingdong
dc.date.accessioned2026-08-20T20:59:11Z
dc.date.available2026-08-20T20:59:11Z
dc.date.copyright2025/12/05
dc.date.issued2026
dc.identifier.otherIJGNAI.GMENG-12472.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313774
dc.description.abstractAbstract The penetration of piles into marine soft clays causes significant soil disturbance, resulting in substantial changes to effective stress, pore-water pressure, and soil structure. This study presents a semianalytical framework to address the ...
dc.publisherAmerican Society of Civil Engineers
dc.titleSemianalytical Solution for Pile Installation Response in Marine Soft Clays Considering Anisotropy and Structural Degradation
dc.typeJournal Article
dc.journal.volume26
dc.journal.issue2
dc.journal.titleInternational Journal of Geomechanics
dc.identifier.doi10.1061/IJGNAI.GMENG-12472
dc.journal.fristpage04025352-1
dc.journal.lastpage04025352-11
dc.page11
dc.treeInternational Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 002
dc.contenttypeFulltext


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