Effects of carbon black stabilized soil on rigid pavement thickness and cost

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dc.authorscopusid24070613700
dc.authorscopusid57193689771
dc.authorscopusid57362073500
dc.contributor.authorGeçkil T.
dc.contributor.authorSarici T.
dc.contributor.authorKarabaş B.
dc.date.accessioned2024-08-04T20:03:32Z
dc.date.available2024-08-04T20:03:32Z
dc.date.issued2021
dc.departmentİnönü Üniversitesien_US
dc.description.abstractIn this study, the effects of a road subgrade stabilized using black carbon on the rigid road pavement thickness and cost were investigated. For this purpose, pure soil was subjected to sieve analysis, hydrometer, consistency limits and pycnometer tests to determine its engineering properties. Afterwards, stabilized mixture samples were prepared by adding black carbon in five different ratios (2.5, 5, 10, 15 and 20%) to the soil. Pure and stabilized samples were subjected to the standard proctor test, maximum dry unit weights and optimum water contents were determined. Mixture samples prepared were subjected to unconfined compression and CBR tests after 28 days of curing period. Rigid road pavement thickness and cost were analyzed according to the AASHTO method using the data obtained. According to the test results, it was observed that the highest compressive strength was obtained from the mixture with 10% black carbon and the CBR value of the mixture at this ratio increased by 2.87 times compared to the pure soil. As a result, thanks to the soil stabilization using 10% black carbon, it was determined that the pavement thickness reduced by 3 cm and the rigid pavement cost by 9.68%. © 2021, TUBITAK. All rights reserved.en_US
dc.identifier.doi10.31202/ecjse.894046
dc.identifier.endpage1384en_US
dc.identifier.issn2148-3736
dc.identifier.issue3en_US
dc.identifier.scopus2-s2.0-85120554441en_US
dc.identifier.scopusqualityQ4en_US
dc.identifier.startpage1372en_US
dc.identifier.trdizinid1130450en_US
dc.identifier.urihttps://doi.org/10.31202/ecjse.894046
dc.identifier.urihttps://search.trdizin.gov.tr/yayin/detay/1130450
dc.identifier.urihttps://hdl.handle.net/11616/91912
dc.identifier.volume8en_US
dc.indekslendigikaynakScopusen_US
dc.indekslendigikaynakTR-Dizinen_US
dc.language.isotren_US
dc.publisherTUBITAKen_US
dc.relation.ispartofEl-Cezeri Journal of Science and Engineeringen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectAASHTO methoden_US
dc.subjectCarbon Black Stabilizationen_US
dc.subjectCBRen_US
dc.subjectRigid Pavementen_US
dc.subjectWeak soilen_US
dc.titleEffects of carbon black stabilized soil on rigid pavement thickness and costen_US
dc.title.alternativeSiyah karbon stabilizasyonlu zeminin rijit kaplama kalınlığı ve maliyetine etkilerien_US
dc.typeArticleen_US

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