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Effect of using substitution urea on fresh and hardened state properties of cementitious systems

dc.contributor.authorCaparoglu, Neslihan
dc.contributor.authorMardani, Ali
dc.contributor.authorSezer, Gozde Inan
dc.contributor.buuauthorMARDANİ, ALİ
dc.contributor.buuauthorÇaparoğlu, Neslihan
dc.contributor.departmentMühendislik Fakültesi
dc.contributor.departmentİnşaat Mühendisliği Ana Bilim Dalı
dc.contributor.orcid0000-0003-0326-5015
dc.contributor.researcheridLFS-7747-2024
dc.contributor.researcheridC-7860-2015
dc.date.accessioned2025-10-14T06:29:40Z
dc.date.issued2025-12-31
dc.description.abstractIt is well known that to ensure the durability of concrete throughout its service life, the search for alternative materials continues. The durability of concrete is enhanced by industrial urea. This study investigated the effect of urea on various fresh and hardened cementitious systems, focusing on durability performance. The durability of concrete is enhanced by industrial urea. This study investigated the effect of urea on various fresh and hardened cementitious systems, focusing on durability performance. Two series of paste and mortar mixtures were prepared for the research, and the replacement of water and cement was determined as 10%, 20% and 30% of the binder volume. The study investigated several properties of the produced cement paste and mortar mixes, including drying shrinkage, time-dependent flow, compressive strength, microstructural analysis, freeze-thaw resistance, carbonation depth, ultrasonic pulse velocity and water absorption. The results of the study showed that urea substitution increased the freeze-thaw resistance by up to 20% and reduced the drying shrinkage behaviour by up to 49%. The use of urea reduced the carbonation depth of mortar mixtures by 35%. It was also observed that the use of urea improved flowability.
dc.identifier.doi10.1080/10298436.2025.2511278
dc.identifier.issn1029-8436
dc.identifier.issue1
dc.identifier.scopus2-s2.0-105007227528
dc.identifier.urihttps://doi.org/10.1080/10298436.2025.2511278
dc.identifier.urihttps://hdl.handle.net/11452/55551
dc.identifier.volume26
dc.identifier.wos001507107100001
dc.indexed.wosWOS.SCI
dc.language.isoen
dc.publisherTaylor & francis ltd
dc.relation.bapFHIZ-2022-1165
dc.relation.journalInternational journal of pavement engineering
dc.subjectAlkali-silica reaction
dc.subjectMechanical-properties
dc.subjectCompressive strength
dc.subjectConcrete
dc.subjectTemperature
dc.subjectAdditives
dc.subjectView
dc.subjectAsh
dc.subjectDurability
dc.subjectUrea
dc.subjectMarsh-funnel flow time
dc.subjectMini slump
dc.subjectCementitous system
dc.subjectScience & Technology
dc.subjectTechnology
dc.subjectConstruction & Building Technology
dc.subjectEngineering, Civil
dc.subjectMaterials Science, Characterization & Testing
dc.subjectConstruction & Building Technology
dc.subjectEngineering
dc.subjectMaterials Science
dc.titleEffect of using substitution urea on fresh and hardened state properties of cementitious systems
dc.typeArticle
dspace.entity.typePublication
local.contributor.departmentMühendislik Fakültesi/İnşaat Mühendisliği Ana Bilim Dalı
local.indexed.atWOS
local.indexed.atScopus
relation.isAuthorOfPublicationdd2de18c-4ec0-4272-8671-0094502e4353
relation.isAuthorOfPublication.latestForDiscoverydd2de18c-4ec0-4272-8671-0094502e4353

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