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dc.contributor.authorYilmaz, I
dc.date.accessioned2019-07-27T12:10:23Z
dc.date.accessioned2019-07-28T10:22:46Z
dc.date.available2019-07-27T12:10:23Z
dc.date.available2019-07-28T10:22:46Z
dc.date.issued2004
dc.identifier.issn1064-2293
dc.identifier.urihttps://hdl.handle.net/20.500.12418/11215
dc.descriptionWOS: 000221602000009en_US
dc.description.abstractAs is known, the liquid limit has been used worldwide as an index test for a quick consistency characterization of clayey soils, as it is easy and inexpensive to determine. Consistency is a result of the hydrophilic and cohesive nature of clays caused by the adsorbed water surrounding the clay particles. Cation exchange capacity is a parameter that is affected by the type of clay mineral, and there is a relationship between cation exchange capacity and liquid limit. However, there is no clearly defined quantitative relation between them. In this study, fine-grained soil samples have been collected from various locations and tested. The tests include determination of cation exchange capacity and liquid limit. The parameters obtained were correlated, and a regression equation established showing a high coefficient of correlation (R = 0.97). Finally, a classification and Swelling potential chart for clayey soils is suggested based on the cation exchange capacity and the liquid limit.en_US
dc.language.isoengen_US
dc.publisherINTERPERIODICAen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.titleRelationships between liquid limit, cation exchange capacity, and swelling potentials of clayey soilsen_US
dc.typearticleen_US
dc.relation.journalEURASIAN SOIL SCIENCEen_US
dc.contributor.departmentCumhuriyet Univ, Fac Engn, Dept Geol, TR-58140 Sivas, Turkeyen_US
dc.identifier.volume37en_US
dc.identifier.issue5en_US
dc.identifier.endpage512en_US
dc.identifier.startpage506en_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US


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