Use of Mechanical Properties for Evaluating Engineering Behaviour of Soils with Different Textural Classes

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dc.authorwosidERDEM, Duygu BOYRAZ/ABA-5133-2020
dc.contributor.authorErdem, Duygu Boyraz
dc.contributor.authorAtılgan, M. C.
dc.date.accessioned2022-05-11T14:46:03Z
dc.date.available2022-05-11T14:46:03Z
dc.date.issued2014
dc.departmentFakülteler, Ziraat Fakültesi, Toprak Bilimi ve Bitki Besleme Bölümü
dc.description.abstractThe objective of this study was to determine mechanical behaviour and engineering capability of soils with different textures. Surface and subsurface soil samples with different textural classes collected from 17 various locations were analysed for determining their mechanical characteristics. Heavy textured soils (C and SiC) belong to moderately plastic or highly plastic inorganic clays group according to the Casagrande plasticity chart are placed into the group A-7-6 (12-18) according to the AASHO classification system, and in the group CL or CH according to the USCS. Moderately fine textured soils (CL and SCL) within the moderately plastic inorganic clays group according to the Casagrande plasticity chart are placed into the group of A-7-6 (6-13) and A-6 (5-10) according to the AASHO classification, and into the group of CL according to the USCS. Moderately textured soils (L) within the moderately plastic inorganic clays group according to the Casagrande plasticity chart are placed into the A-7-6 (8-10) andA-6 (6-9) according to the AASHO classification and into the CL group according to the USCS. Moderately heavy textured soils (SL) within the moderately plastic inorganic clays and cohesionless soils group are placed into the A-2-4 (1-2) and A-2-6 (1) according to the AASHO classification and into the SC group according to the USCS class. Moderately coarse-textured soils (S and LS) are classified within the cohesionless soils group according to the Casagrande plasticity chart, and placed into the A-3(0) according to the AASHO classification and into the SM or SP-SM group according to the USCS.
dc.identifier.endpage84
dc.identifier.issn1311-5065
dc.identifier.issue1en_US
dc.identifier.scopus2-s2.0-84902511320
dc.identifier.scopusqualityQ3
dc.identifier.startpage78
dc.identifier.urihttps://hdl.handle.net/20.500.11776/10214
dc.identifier.volume15
dc.identifier.wosWOS:000334131100012
dc.identifier.wosqualityQ4
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.institutionauthorErdem, Duygu Boyraz
dc.language.isoen
dc.publisherScibulcom Ltd
dc.relation.ispartofJournal of Environmental Protection and Ecology
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.subjectsoil texture
dc.subjectsoil mechanical characteristics
dc.subjectthe Atterberg limits
dc.titleUse of Mechanical Properties for Evaluating Engineering Behaviour of Soils with Different Textural Classes
dc.typeArticle

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