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dc.contributor.authorKahlerras, Amina
dc.contributor.authorAmar Bouzid, Djillali
dc.date.accessioned2026-08-20T10:53:09Z
dc.date.available2026-08-20T10:53:09Z
dc.date.copyright2025/08/20
dc.date.issued2025
dc.identifier.otherIJGNAI.GMENG-10600.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4311393
dc.description.abstractAbstract Short-term stability of slopes in which embankment material and the foundation layer material have two distinct undrained strengths is a critical concern in geotechnical engineering. In this paper, a novel finite-element procedure known as the ...
dc.publisherAmerican Society of Civil Engineers
dc.titleStability Analysis of an Undrained Cohesive Slope Consisting of an Embankment and Foundation Soil: Design Charts Involving Limit-State Lines and Failure Mechanisms
dc.typeJournal Article
dc.journal.volume25
dc.journal.issue11
dc.journal.titleInternational Journal of Geomechanics
dc.identifier.doi10.1061/IJGNAI.GMENG-10600
dc.journal.fristpage04025239-1
dc.journal.lastpage04025239-16
dc.page16
dc.treeInternational Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 011
dc.contenttypeFulltext


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