Strength and Durability of Concrete Containing Ceramic Waste Powder and Blast Furnace Slag

dc.contributor.authorAlarab, Amir
dc.contributor.authorHamad, Bilal S.
dc.contributor.authorAssaad, Joseph Jean
dc.contributor.departmentDepartment of Civil and Environmental Engineering
dc.contributor.facultyMaroun Semaan Faculty of Engineering and Architecture (MSFEA)
dc.contributor.institutionAmerican University of Beirut
dc.date.accessioned2025-01-24T11:28:09Z
dc.date.available2025-01-24T11:28:09Z
dc.date.issued2022
dc.description.abstractThe replacement rates of portland cement by ceramic waste powder (CWP) are generally limited to few percentages (i.e., less than 10%), as increased additions lead to inferior concrete strength and durability. This paper assesses the importance of blending CWP with blast furnace slag (BFS) to foster synergistic pozzolanic reactions and reinstate strength development despite increased cement replacement rates. Tested binders contained different cement-CWP-BFS proportions, while the evaluated properties included the compressive, splitting tensile, and flexural strengths in addition to the modulus of elasticity, freeze/thaw resistance, and thermal transmittance. Test results showed that concrete strength and durability gradually degraded when the cement was partially replaced by 10%-20% CWP, given the dilution effect that alters hydration reactions and overall porosity. Yet, the concrete properties significantly improved when the CWP and BFS materials were both incorporated in the same binder, indicating the occurrence of synergistic pozzolanic reactions that refined the matrix microstructure. Hence, concrete prepared with ternary binder containing 50% cement, 15% CWP, and 35% BFS exhibited durability and strength properties at 56 days comparable to the control mix made with 100% cement. © 2021 American Society of Civil Engineers.
dc.identifier.doihttps://doi.org/10.1061/(ASCE)MT.1943-5533.0004031
dc.identifier.eid2-s2.0-85118303517
dc.identifier.urihttp://hdl.handle.net/10938/27009
dc.language.isoen
dc.publisherAmerican Society of Civil Engineers (ASCE)
dc.relation.ispartofJournal of Materials in Civil Engineering
dc.sourceScopus
dc.subjectBlast furnace slag (bfs)
dc.subjectCeramic waste powder (cwp)
dc.subjectCompressive strength
dc.subjectDurability
dc.subjectFreeze and thaw
dc.subjectSustainability
dc.subjectBinders
dc.subjectBlast furnaces
dc.subjectBlending
dc.subjectConcretes
dc.subjectPortland cement
dc.subjectSustainable development
dc.subjectBlast furnace slag
dc.subjectCeramic waste
dc.subjectCeramic waste powder
dc.subjectConcrete durability
dc.subjectConcrete strength
dc.subjectDurability of concretes
dc.subjectPozzolanic reaction
dc.subjectReplacement rates
dc.subjectStrength of concrete
dc.subjectCement (construction material)
dc.subjectCeramics
dc.subjectFreeze-thaw cycle
dc.subjectMicrostructure
dc.subjectPorosity
dc.subjectSlag
dc.subjectWaste
dc.subjectSlags
dc.titleStrength and Durability of Concrete Containing Ceramic Waste Powder and Blast Furnace Slag
dc.typeArticle

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