Engineering properties of ultrafine blast furnace slag cement stabilized low plasticity clayey soil

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dc.authorid0000-0001-7206-0158en_US
dc.authorid0000-0003-3841-4391en_US
dc.authorscopusid56452689300en_US
dc.authorscopusid57222983655en_US
dc.contributor.authorMollamahmutoǧlu M.
dc.contributor.authorAvcı, Eyübhan
dc.contributor.authorDeveci, Emre
dc.contributor.authorGökçe A.
dc.date.accessioned2022-04-05T08:18:52Z
dc.date.available2022-04-05T08:18:52Z
dc.date.issued2021en_US
dc.departmentBTÜ, Mühendislik ve Doğa Bilimleri Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.description.abstractIn this study, it was aimed to determine some engineering properties of the low plasticity clayey soil stabilized with ultrafine blast furnace slag cement (Spinor A6). Firstly, the fundamental geotechnical characteristics of clayey soil specimens stabilized with the contents of 8%, 10% and 12% ultrafine blast furnace slag cement were experimentally ascertained. Then, the compressive strength, compressibiliy and swelling tests were conducted on the ultrafine blast furnace slag cement stabilized clayey soil specimens that were compacted at the optimum moisture content and maximum dry density. Experimental data showed that after stabilization of low plasticity clayey soil with ultrafine blast furnace slag cement, its strength increased by 9 to 14 times in air dried samples and 9 to 12 times wet-cured samples after 90 days. In addition, at the end of the 90th day, compressibility decreased between 18.3 and 19.2 times in air dried samples and between 17.6 and 18.5 times in wet-cured samples. Finally, it was determined that the swelling potential decreased between 67.5 and 270.0 times in the samples that were kept in the air dried at the end of the 90th day and between 54.0 and 101.2 times in the samples that were kept in the wet-cured samples. Test results showed that the compressive strength of low plasticity clayey soil increased and its compressibility and swelling index decreased with time as ultrafine blast furnace slag cement was added to the soil.en_US
dc.identifier.doi10.17341/gazimmfd.642402en_US
dc.identifier.endpage996en_US
dc.identifier.issn13001884
dc.identifier.issue2en_US
dc.identifier.scopusqualityN/Aen_US
dc.identifier.startpage985en_US
dc.identifier.urihttps://hdl.handle.net/20.500.12885/1879
dc.identifier.volume36en_US
dc.identifier.wosqualityN/Aen_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.institutionauthorAvcı, Eyübhan
dc.institutionauthorDeveci, Emre
dc.language.isoenen_US
dc.publisherGazi Universitesien_US
dc.relation.ispartofJournal of the Faculty of Engineering and Architecture of Gazi Universityen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectClayey soilen_US
dc.titleEngineering properties of ultrafine blast furnace slag cement stabilized low plasticity clayey soilen_US
dc.title.alternativeÇok ince taneli yüksek firin cüruflu çimento ile stabilize edilmiş düşük plastisiteli killi zeminin mühendislik özelliklerien_US
dc.typeArticleen_US

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