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dc.contributor.authorChakraborty, Abhijit
dc.contributor.authorGhosh, Priyanka
dc.date.accessioned2026-08-20T11:37:22Z
dc.date.available2026-08-20T11:37:22Z
dc.date.copyright2025/06/09
dc.date.issued2025
dc.identifier.otherIJGNAI.GMENG-11437.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4312459
dc.description.abstractAbstract This study examines the fragility response of an earthen embankment supported on a liquefiable deposit subjected to pulse and nonpulse ground motions. Fragility curves are developed based on two key parameters, namely, median seismic intensity ...
dc.publisherAmerican Society of Civil Engineers
dc.titleDynamic Responses of Embankment Resting on Liquefiable Foundation Soil under Pulse- and Nonpulse-Type Ground Motions
dc.typeJournal Article
dc.journal.volume25
dc.journal.issue8
dc.journal.titleInternational Journal of Geomechanics
dc.identifier.doi10.1061/IJGNAI.GMENG-11437
dc.journal.fristpage04025165-1
dc.journal.lastpage04025165-11
dc.page11
dc.treeInternational Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 008
dc.contenttypeFulltext


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