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dc.contributor.authorUlugöl H.
dc.contributor.authorKul A.
dc.contributor.authorYıldırım G.
dc.contributor.authorŞahmaran M.
dc.contributor.authorAldemir A.
dc.contributor.authorFigueira D.
dc.contributor.authorAshour A.
dc.date.accessioned2021-01-14T18:11:14Z
dc.date.available2021-01-14T18:11:14Z
dc.date.issued2021
dc.identifier.issn0959-6526
dc.identifier.urihttps://doi.org/10.1016/j.jclepro.2020.124358
dc.identifier.urihttps://hdl.handle.net/20.500.12587/12920
dc.description.abstractGeopolymers are mostly produced with main-stream precursors such as fly ash and slag. These precursors are successfully used and competitively demanded by the cement industry. Development of geopolymers from alternative precursors is appealing. The main aim of this work is the development of geopolymers with construction and demolition waste-based precursors including masonry units (red clay brick, roof tile, hollow brick) and glass. Different curing temperatures (50, 65, 75, 85, 95, 105, 115, 125 °C), curing periods (24, 48, 72 h), and Na concentrations (10, 12, 15%) of alkaline activator (NaOH) were employed. Compressive strength testing and microstructural investigations were performed including X-ray diffraction, thermogravimetry and scanning electron microscopy with energy-dispersive X-ray spectroscopy. Results showed that depending on the type of precursor (hollow brick), curing temperature/period (115 °C/24 h) and concentration of alkaline activator (12%), it is possible to obtain compressive strength results more than 45 MPa. Hollow brick is the most successful precursor resulting in higher compressive strength results thanks to a more compact microstructure. The strength performance of red clay brick and roof tile is similar. The compressive strength results of geopolymers with glass precursor are lower, most probably due to significantly coarser particles of glass used. The main reaction products of red clay brick-, roof tile- and hollow brick-based geopolymers are sodium aluminosilicate hydrate (N-A-S-H) gels with zeolite-like structures while they are sodium silicate gels in the case of glass-based geopolymers. Our findings showed that CDW-based materials can be used successfully in producing geopolymers. Current research is believed to help raise awareness in novel routes for the effective utilization of such wastes which are realistically troublesome and attract further research on the utilization of CDW-based materials in geopolymer production. © 2020 Elsevier Ltden_US
dc.description.sponsorship117M447, 218M102en_US
dc.description.sponsorshipThe authors gratefully acknowledge the financial assistance of the Scientific and Technical Research Council (TUBITAK) of Turkey and British Council provided under projects: 117M447 and 218M102 .en_US
dc.language.isoengen_US
dc.publisherElsevier Ltden_US
dc.relation.isversionof10.1016/j.jclepro.2020.124358en_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectCompressive strengthen_US
dc.subjectConstruction and demolition waste (CDW)en_US
dc.subjectGeopolymeren_US
dc.subjectMicrostructureen_US
dc.titleMechanical and microstructural characterization of geopolymers from assorted construction and demolition waste-based masonry and glassen_US
dc.typearticleen_US
dc.contributor.departmentKKÜen_US
dc.identifier.volume280en_US
dc.relation.journalJournal of Cleaner Productionen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US


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