Numerical estimation of the one-dimensional consolidation behavior of clay

dc.contributor.authorUysal, Firdevs
dc.contributor.authorSivrikaya, Osman
dc.date.accessioned2024-11-07T10:40:03Z
dc.date.available2024-11-07T10:40:03Z
dc.date.issued2020
dc.departmentNiğde Ömer Halisdemir Üniversitesi
dc.description.abstractThe consolidation behavior of clayey soils is traditionally evaluated in the laboratory using the one-dimensional consolidometer test. A new oedometer cell design with a ring of 60 mm in height, 75 mm in diameter was made to measure the excess pore-water pressure at the undrained base of the specimen and the friction between the soil and the ring, and to determine the ?-log p curve. This study deals with numerical modeling of the one-dimensional consolidation test and comparing the data obtained from the experimental study with the data from the modeling. In the modeling, the Soft Soil and Soft Soil Creep models were used for the clay proposed in this study. The results show, as a general trend, that the data from the numerical modeling are compatible with those from the experimental study. © 2020 University of Maribor. All rights reserved.
dc.identifier.doi10.18690/10.18690/actageotechslov.17.2.16-25.2020
dc.identifier.endpage25
dc.identifier.issn1854-0171
dc.identifier.issue2
dc.identifier.scopus2-s2.0-85105069691
dc.identifier.scopusqualityQ4
dc.identifier.startpage16
dc.identifier.urihttps://doi.org/10.18690/10.18690/actageotechslov.17.2.16-25.2020
dc.identifier.urihttps://hdl.handle.net/11480/11401
dc.identifier.volume17
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherUniversity of Maribor
dc.relation.ispartofActa Geotechnica Slovenica
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.snmzKA_20241106
dc.subjectClay
dc.subjectDeformation
dc.subjectExcess pore-water pressure
dc.subjectNumerical analysis
dc.subjectOne-dimensional consolidation test
dc.subjectSide friction
dc.titleNumerical estimation of the one-dimensional consolidation behavior of clay
dc.title.alternativeNumeri?na ocena obnašanja gline pri enodimenzionalni konsolidaciji
dc.typeArticle

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