Critical-state parameters of an unsaturated residual clayey soil from Turkey

Basit Öğe Kaydı
dc.authorid0000-0002-8707-762X
dc.contributor.authorKayadelen, C.
dc.contributor.authorSivrikaya, O.
dc.contributor.authorTaskiran, T.
dc.contributor.authorGuneyli, H.
dc.date.accessioned2019-08-01T13:38:39Z
dc.date.available2019-08-01T13:38:39Z
dc.date.issued2007
dc.departmentNiğde ÖHÜ
dc.description.abstractThis paper deals with the evaluation of the critical-state parameters with respect to the matric suction for saturated and unsaturated undisturbed residual clayey soils from Turkey. In order to conduct the unsaturated triaxial compression testing procedures a conventional triaxial compression apparatus was redesigned. The data for critical-state conditions from these tests are presented with respect to matric suction, based on the critical-state parameters of M, q(0), Gamma, lambda, which is commonly proposed by many authors. The critical state of the unsaturated samples is compared with that of the saturated samples. This experimental study has demonstrated that matric suction has no influence on parameters of M and lambda. The parameters of M and lambda are approximately 0.85 and 0.074 respectively for saturated and unsaturated conditions. The relationships between matric suction (u(a)-u(w)) and the intercepts q(0) and Gamma have been observed as nonlinear, and thus they can be defined as a function of matric suction (u(a)-u(w)). Furthermore, a method is developed to predict the intercepts q(0) according to matric suction for unsaturated clayey soils. (c) 2007 Elsevier B.V. All rights reserved.
dc.identifier.doi10.1016/j.enggeo.2007.05.008
dc.identifier.endpage9
dc.identifier.issn0013-7952
dc.identifier.issue45323
dc.identifier.scopus2-s2.0-34648813565
dc.identifier.scopusqualityQ1
dc.identifier.startpage1
dc.identifier.urihttps://dx.doi.org/10.1016/j.enggeo.2007.05.008
dc.identifier.urihttps://hdl.handle.net/11480/5344
dc.identifier.volume94
dc.identifier.wosWOS:000250657400001
dc.identifier.wosqualityQ2
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.institutionauthor[0-Belirlenecek]
dc.language.isoen
dc.publisherELSEVIER SCIENCE BV
dc.relation.ispartofENGINEERING GEOLOGY
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.subjectcritical state
dc.subjectunsaturated soils
dc.subjectmatric suction
dc.subjecttriaxial testing
dc.subjectresidual clay
dc.titleCritical-state parameters of an unsaturated residual clayey soil from Turkey
dc.typeArticle

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