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dc.contributor.authorTekin I.
dc.contributor.authorBirgul R.
dc.contributor.authorAruntas H.Y.
dc.date.accessioned20.04.201910:49:12
dc.date.accessioned2019-04-20T21:43:06Z
dc.date.available20.04.201910:49:12
dc.date.available2019-04-20T21:43:06Z
dc.date.issued2018
dc.identifier.issn1598-8198
dc.identifier.urihttps://dx.doi.org/10.12989/cac.2018.21.4.367
dc.identifier.urihttps://hdl.handle.net/20.500.12403/394
dc.description.abstractThis study reports the results of nondestructive monitoring of macro void developments in mortars manufactured with both ordinary Portland cement and sulfate resistant cement. Two types of curing were utilized; tap water curing and another curing environment that contains 5% Na2(SO4) solution. Being the primary objective of this study, macro void developments of the mortar specimens were monitored by X-ray Medical Computerized Tomography. Compressive strength tests and water absorption tests were conducted on specimens that were kept in both curing environments for a duration of 560 days. Data analyses yielded consistent results among the three tests used in this experimental study. Macro void ratios of mortars decreased at the beginning of experiments for a certain period; afterwards, macro void ratios increased. The objective of this study was accomplished as anticipated since X-CT image analysis was able to nondestructively monitor macro void development process in cement mortars. Copyright © 2018 Techno-Press, Ltd.en_US
dc.language.isoengen_US
dc.publisherTechno Press
dc.relation.isversionof10.12989/cac.2018.21.4.367
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectComputerized Tomography
dc.subjectImage analysis
dc.subjectMortar
dc.subjectPorosity
dc.subjectSulfate attack
dc.subjectCompressive strength
dc.subjectCuring
dc.subjectImage analysis
dc.subjectMortar
dc.subjectPorosity
dc.subjectPortland cement
dc.subjectSodium compounds
dc.subjectSulfur compounds
dc.subjectWater absorption
dc.subjectX rays
dc.subjectCuring environments
dc.subjectDevelopment process
dc.subjectMortar specimens
dc.subjectNon-destructive monitoring
dc.subjectOrdinary Portland cement
dc.subjectPrimary objective
dc.subjectSulfate attack
dc.subjectSulfate resistant cements
dc.subjectComputerized tomography
dc.subjectComputerized Tomography
dc.subjectImage analysis
dc.subjectMortar
dc.subjectPorosity
dc.subjectSulfate attack
dc.subjectCompressive strength
dc.subjectCuring
dc.subjectImage analysis
dc.subjectMortar
dc.subjectPorosity
dc.subjectPortland cement
dc.subjectSodium compounds
dc.subjectSulfur compounds
dc.subjectWater absorption
dc.subjectX rays
dc.subjectCuring environments
dc.subjectDevelopment process
dc.subjectMortar specimens
dc.subjectNon-destructive monitoring
dc.subjectOrdinary Portland cement
dc.subjectPrimary objective
dc.subjectSulfate attack
dc.subjectSulfate resistant cements
dc.subjectComputerized tomography
dc.titleX-ray CT monitoring of macro void development in mortars exposed to sulfate attacken_US
dc.typearticleen_US
dc.relation.journalComputers and Concreteen_US
dc.contributor.departmentBayburt Universityen_US
dc.contributor.authorID35367279600
dc.contributor.authorID56473596300
dc.contributor.authorID23476480900
dc.identifier.volume21
dc.identifier.issue4
dc.identifier.startpage367
dc.identifier.endpage376
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US


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