Testing of Maturity Methods for Concrete Quality Cured Using Various Temperatures

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dc.authoridhttps://orcid.org/0000-0002-6296-4126en_US
dc.authoridhttps://orcid.org/0000-0003-2622-868Xen_US
dc.contributor.authorPehlivan, Ahmet Onur
dc.contributor.authorYazgan, Ahmet Utku
dc.date.accessioned2021-05-09T19:56:34Z
dc.date.available2021-05-09T19:56:34Z
dc.date.issued2021en_US
dc.departmentİstanbul Gelişim Üniversitesien_US
dc.description.abstractMaturity of concrete is a subject of utmost essence in all phases of a construction project that has to be dealt with care and accordingly important advantages may be gained with optimum predictions. In this study, concrete specimens at various strength classes were prepared to investigate on the effect of concrete class on two different maturity function given in literature. Procedures were handled in accordance with the prescriptions given in ASTM C 1074. Recommendations given in the same standard for standard cement type was discussed and convenience of two different maturity functions were analyzed. Important values obtained from mortar specimens tests were applied to maturity calculations of concrete mixtures and applicability of the methods were discussed. It is found that with the increasing concrete quality, for two extreme temperatures (8 and 25 ?C) in this study, important deviations in the results are observed. Results obtained from specimens cured at 36 ?C were found to be significantly higher than specimens cured at 8 ?C at higher maturity levels. Datum temperature and Q-values data obtained from mortar mixtures were applied to concrete specimens and it may be asserted that concrete specimens demonstrated good correlation with the findings of both maturity functions. Generally, it may be expressed that maturity functions behave well under normal temperatures however applicability at extreme temperatures should be limited.en_US
dc.identifier.doi10.19072/ijet.824671en_US
dc.identifier.endpage8en_US
dc.identifier.issn2149-0104
dc.identifier.issn2149-5262
dc.identifier.issue1en_US
dc.identifier.startpage1en_US
dc.identifier.urihttps://hdl.handle.net/11363/2753
dc.identifier.urihttps://doi.org/
dc.identifier.volume7en_US
dc.language.isoenen_US
dc.publisherİstanbul Gelişim Üniversitesi Yayınları / Istanbul Gelisim University Pressen_US
dc.relation.ispartofInternational Journal of Engineering Technologiesen_US
dc.relation.publicationcategoryMakale - Ulusal Hakemli Dergi - Başka Kurum Yazarıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.rightsAttribution-NonCommercial-NoDerivs 3.0 United States*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/3.0/us/*
dc.subjectmaturityen_US
dc.subjectrapid curingen_US
dc.subjectearly strengthen_US
dc.subjectcuring temperatureen_US
dc.subjectNurse-saulen_US
dc.titleTesting of Maturity Methods for Concrete Quality Cured Using Various Temperaturesen_US
dc.typeArticleen_US

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IJET Vol. 7, Issue 1, March 2021