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Embankment Design on Soft Clays

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dc.contributor.authorÇinicioğlu, S. Feyza
dc.contributor.authorErgün Toğrol
dc.contributor.orcid0000-0002-5380-0832
dc.date.accessioned2025-11-13T12:16:20Z
dc.date.issued1991-11-01
dc.identifier.doihttps://doi.org/10.1061/(asce)0733-9410(1991)117:11(1691)
dc.identifier.endpage1705
dc.identifier.issn0733-9410
dc.identifier.issue11
dc.identifier.openalexW2046455526
dc.identifier.startpage1691
dc.identifier.urihttps://hdl.handle.net/11421/9506
dc.identifier.urihttps://doi.org/10.1061/(asce)0733-9410(1991)117:11(1691)
dc.identifier.volume117
dc.language.isoen
dc.relation.ispartofJournal of Geotechnical Engineering
dc.rightsrestrictedAccess
dc.subjectConsolidation (business)
dc.subjectGeotechnical engineering
dc.subjectLevee
dc.subjectShear (geology)
dc.subjectShear strength (soil)
dc.subjectBearing capacity
dc.subjectGeology
dc.subjectFactor of safety
dc.subjectEngineering
dc.subjectSoil water
dc.subject.sdg15
dc.titleEmbankment Design on Soft Clays
dc.typeArticle
dspace.entity.typePublication
local.authorid.openalexA5016169725

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