Cement Type Effect on Improvement of Clayey Soil Properties

Basit Öğe Kaydı
dc.authorid0000-0001-7206-0158en_US
dc.contributor.authorMollamahmutoglu, Murat
dc.contributor.authorAvcı, Eyübhan
dc.date.accessioned2021-03-20T20:12:57Z
dc.date.available2021-03-20T20:12:57Z
dc.date.issued2018
dc.departmentBTÜ, Mühendislik ve Doğa Bilimleri Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.description.abstractIn this paper, some geotechnical properties of low-plasticity clay blended with calcium aluminate cement (CAC) at different contents were investigated and compared with those of sulfate-resistant cement (SRC)-blended law plasticity clay. As the liquid limits of CAC and SRC-blended low-plasticity clay decreased, their plastic limits increased. Additionally, the liquid limit and the plastic limit of CAC-blended low-plasticity clay were found to be lower than those of SRC-blended low-plasticity clay. The optimum moisture content and maximum dry density of low-plasticity clay were increased by both CAC and SRC agents. Moreover, the optimum moisture content and maximum dry density values of CAC-blended law plasticity clay were higher than those of SRC-blended low-plasticity clay. The shear strength of low-plasticity clay was also increased with the CAC and SRC additives. The internal friction angles of CAC-blended low-plasticity clay were higher than those of SRC-improved law plasticity clay under both the wet-cured and air-dried conditions. The cohesion intetrepts of CAC-improved low-plasticity clay under both the wet-cured and air-dried conditions were lower than those of SRC-improved low-plasticity clay. The compressibility and swell characteristics of law plasticity clay were considerably reduced with both CAC and SRC admixtures. However, the swell and compressibility of CAC-blended low-plasticity clay were lower than those of SRC-blended law plasticity clay. Generally; the CAC agent was more effective than the SRC agent in the improvement of aformentioned low-plasticity clay properties.en_US
dc.identifier.doi10.14359/51702347en_US
dc.identifier.endpage866en_US
dc.identifier.issn0889-325X
dc.identifier.issn1944-737X
dc.identifier.issue6en_US
dc.identifier.scopusqualityQ2en_US
dc.identifier.startpage855en_US
dc.identifier.urihttp://doi.org/10.14359/51702347
dc.identifier.urihttps://hdl.handle.net/20.500.12885/752
dc.identifier.volume115en_US
dc.identifier.wosWOS:000451903800006en_US
dc.identifier.wosqualityQ3en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.institutionauthorAvcı, Eyübhan
dc.language.isoenen_US
dc.publisherAmer Concrete Insten_US
dc.relation.ispartofAci Materials Journalen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectcalcium aluminate cementen_US
dc.subjectclayen_US
dc.subjectcompressibilityen_US
dc.subjectstrengthen_US
dc.subjectsulfate-resistant cementen_US
dc.subjectswellingen_US
dc.titleCement Type Effect on Improvement of Clayey Soil Propertiesen_US
dc.typeArticleen_US

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