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dc.contributor.authorOkuyucu, O.
dc.contributor.authorJayawickrama, P.
dc.contributor.authorSenadheera, S.
dc.date.accessioned2022-05-11T14:26:41Z
dc.date.available2022-05-11T14:26:41Z
dc.date.issued2022
dc.identifier.issn0950-0618
dc.identifier.urihttps://doi.org/10.1016/j.conbuildmat.2021.125460
dc.identifier.urihttps://hdl.handle.net/20.500.11776/6552
dc.description.abstractThis paper outlines research conducted on controlled low strength material (CLSM) to examine the effects of curing condition and water-cementitious material (w:cm) ratio on its engineering properties, including compressive strength, elastic modulus, indirect tensile strength, drying shrinkage, and setting time. Two different curing regimes were used to assess compressive strength and indirect tensile strength. In the first curing regime, continuous curing was applied in a 100% relative humidity environment and at a temperature of 70°F (21.1 °C). In the second, continuous curing was used in a 50% relative humidity (RH) environment at a temperature of 70°F (21.1 °C). Curing the specimen at 50% RH environment remarkably decreased the rate of strength gain when compared to the 100% RH environment. The compressive strength and indirect tensile strength of CLSM, as expected, also increased as the w:cm ratio decreased from 1.0 to 0.8 for the same curing conditions and decreased as the cement amount was lowered in the mix. The bar linear shrinkage tests showed that shrinkage strain at 50% RH decreased when the w:cm ratio decreased. Tests conducted to investigate the effects of curing temperature and w:cm ratio on the setting time showed that CLSM sets faster as curing temperature increased from 50°F (10 °C) to 90°F (32.2 °C) w:cm ratio decreased from 1.0 to 0.8. © 2021 Elsevier Ltden_US
dc.description.sponsorshipTexas Department of Transportation, TxDOT: 0-6868en_US
dc.description.sponsorshipThis paper is based on research sponsored by the Texas Department of Transportation (TxDOT) under its Innovative Research Program through research project 0-6868. The authors wish to recognize the assistance provided by Lan Venturaen_US
dc.language.isoengen_US
dc.publisherElsevier Ltden_US
dc.identifier.doi10.1016/j.conbuildmat.2021.125460
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectCompressive strengthen_US
dc.subjectControlled low-strength material (CLSM)en_US
dc.subjectCuring regimesen_US
dc.subjectDrying shrinkageen_US
dc.subjectIndirect tensile strengthen_US
dc.subjectSetting timeen_US
dc.subjectWater:cementitious material ratio (w:cm)en_US
dc.subjectCuringen_US
dc.subjectDryingen_US
dc.subjectProfessional aspectsen_US
dc.subjectSettingen_US
dc.subjectShrinkageen_US
dc.subjectTensile strengthen_US
dc.subjectControled low-strength materialen_US
dc.subjectControlled low strength materialsen_US
dc.subjectCuring conditionen_US
dc.subjectCuring regimesen_US
dc.subjectCuring temperatureen_US
dc.subjectDrying shrinkagesen_US
dc.subjectIndirect tensile strengthen_US
dc.subjectSetting timeen_US
dc.subjectWater-cementitious material ratioen_US
dc.subjectWater:cementitious material ratioen_US
dc.subjectCompressive strengthen_US
dc.titleThe relationship between curing regime and mechanical properties of controlled low-strength materialen_US
dc.typearticleen_US
dc.relation.ispartofConstruction and Building Materialsen_US
dc.departmentFakülteler, Çorlu Mühendislik Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.identifier.volume315en_US
dc.institutionauthorOkuyucu, O.
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.authorscopusid57209331250
dc.authorscopusid6603070099
dc.authorscopusid6602755132
dc.identifier.scopus2-s2.0-85120348953en_US


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