Please use this identifier to cite or link to this item: https://hdl.handle.net/11147/14268
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dc.contributor.authorKogbara, Reginald B.-
dc.contributor.authorAl-Zubi, Abdelrahman-
dc.contributor.authorMortada, Youssef-
dc.contributor.authorHammoud, Ahmad-
dc.contributor.authorMasad, Eyad A.-
dc.contributor.authorKhraisheh, Marwan K.-
dc.date.accessioned2024-01-30T09:24:47Z-
dc.date.available2024-01-30T09:24:47Z-
dc.date.issued2024-
dc.identifier.issn2590-1230-
dc.identifier.urihttps://doi.org/10.1016/j.rineng.2023.101739-
dc.identifier.urihttps://hdl.handle.net/11147/14268-
dc.description.abstractThis work focused on the production of one-part geopolymer mortars from construction and demolition wastes (CDW) blended with steel slag. Previous related studies on geopolymer production from CDW utilized conventional two-part geopolymers comprised of highly alkaline activator solutions and CDW materials. Thus, the study's significance consists in producing high-strength (≥35 MPa) ambient-cured mortars from CDW with predominantly concrete waste by replacing conventional highly alkaline activator solutions with an environmentally-friendly alkaline activator, Ca(OH)2 powder. Four mortar mixtures were produced with CDW contents ranging from 50 to 65 % dry weight, varying the brick waste content from 3 to 18 %. The effect of elevated temperature (40 °C) curing was also considered. The results showed that 55 % CDW content had optimum performance across all parameters studied such as compressive and flexural strengths, setting time, as well as changes in nuclear magnetic resonance (NMR)-determined pore structure (porosity and mean pore size) and x-ray diffraction (XRD)-determined degree of crystallinity over time. It had 28-day compressive and flexural strengths of 42 and 5.8 MPa, respectively, and initial and final setting times of 25 and 50 min. The importance of sufficient brick waste content in the geopolymer mixtures for effective mechanical performance is highlighted. The inclusion of concrete waste in powder form reduced compressive strength under ambient curing but improved performance at 40 °C curing. It is concluded that sustainable structural mortars can be produced by ‘just adding water’ to an optimized CDW mixture with predominantly concrete waste blended with brick waste and slag and activated by powdered Ca(OH)2. © 2023 The Authorsen_US
dc.description.sponsorshipQatar National Research Fund, QNRFen_US
dc.language.isoenen_US
dc.publisherElsevieren_US
dc.relation.ispartofResults in Engineeringen_US
dc.rightsinfo:eu-repo/semantics/embargoedAccessen_US
dc.subjectAlkali activated mortaren_US
dc.subjectBrick wasteen_US
dc.subjectConcrete wasteen_US
dc.subjectDegree of crystallinityen_US
dc.subjectProton nuclear magnetic resonanceen_US
dc.subjectBending strengthen_US
dc.titleLime-activated one-part geopolymer mortars from construction, demolition and industrial wastesen_US
dc.typeArticleen_US
dc.authorid0000-0002-0227-4676-
dc.institutionauthorKogbara, Reginald B.-
dc.departmentİzmir Institute of Technology. Environmental Engineeringen_US
dc.identifier.volume21en_US
dc.identifier.scopus2-s2.0-85181719262en_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.identifier.doi10.1016/j.rineng.2023.101739-
dc.authorscopusid14070237400-
dc.authorscopusid58778211300-
dc.authorscopusid57214653813-
dc.authorscopusid58403967500-
dc.authorscopusid7003647509-
dc.authorscopusid7003541561-
item.fulltextWith Fulltext-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.grantfulltextembargo_20250101-
item.cerifentitytypePublications-
item.openairetypeArticle-
item.languageiso639-1en-
crisitem.author.dept03.07. Department of Environmental Engineering-
Appears in Collections:Environmental Engineering / Çevre Mühendisliği
Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collection
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