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dc.contributor.authorSyarif, Muhammad
dc.contributor.authorKirgiz, Mehmet Serkan
dc.contributor.authorGaldino, André Gustavo de Sousa
dc.contributor.authorEl Naggar, M. Hesham
dc.contributor.authorMirza, Jahangir
dc.contributor.authorKhatib, Jamal
dc.contributor.authorKenai, Said
dc.contributor.authorNehdi, Moncef
dc.contributor.authorKinuthia, John
dc.contributor.authorKhitab, Anwar
dc.contributor.authorThomas García, Carlos 
dc.contributor.authorGobinath, Ravindran
dc.contributor.authorUl Hassan, Muhammad Irfan
dc.contributor.authorWu, Yan Kai
dc.contributor.authorAshteyat, Ahmed
dc.contributor.authorSoliman, Ahmed
dc.contributor.authorMuthusamy, Khairunisa
dc.contributor.authorJanardhanan, Thaarrini
dc.contributor.authorTagbor, Trinity Ama
dc.contributor.authorNguyen, Tuan Anh
dc.contributor.otherUniversidad de Cantabriaes_ES
dc.date.accessioned2024-05-15T13:30:09Z
dc.date.available2024-05-15T13:30:09Z
dc.date.issued2021
dc.identifier.issn2238-7854
dc.identifier.urihttps://hdl.handle.net/10902/32842
dc.description.abstractThe aim of this study is to evaluate the usability of new cement (NC) made by the burning of quinary by-product to make commercial binders. Chemical analysis of the by-products and NC as well as X-ray diffraction (XRD) analysis of NC, fineness, density, consistency, and setting time of NC paste, and slump in addition to compressive strength (CS) and splitting tensile strength (STS) of NC concrete (NCC) were conducted. The results suggested that chemical composition of by-products is suitable to make NC binder. The NC contains Ca3SiO5, Ca2SiO5, Ca3Al2O6, and Ca3Al2FeO10. The particles passing through the 200 um Sieve were 56% compared with 52% for Portland cement (PC). The density of the of NC was similar to that of PC. The NC needed 48% more water than PC for normal consistency. The initial and final setting-time of NC was 105 min and 225 min respectively which is much higher than that of PC (15 and 45 min). The slump, compressive strength and splitting tensile strength were slightly lower for concrete containing NC compared with that pf PC concrete. Although the CS and STS of NCC are the lowest, the rate of the CS and STS gain of NCC is greater than that of PCC. It was concluded that NC is a viable alternative to PC for the production of greener concretees_ES
dc.format.extent14 p.es_ES
dc.language.isoenges_ES
dc.publisherElsevieres_ES
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 Internationales_ES
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/*
dc.sourceJournal of Materials Research and Technology, 2021, 15, 3708-3721es_ES
dc.subject.otherHousehold wastees_ES
dc.subject.otherCalcined clay wastees_ES
dc.subject.otherAlternative cementes_ES
dc.subject.otherFly ashes_ES
dc.subject.otherBottom ashes_ES
dc.subject.otherMediterranean soiles_ES
dc.titleDevelopment and assessment of cement and concrete made of the burning of quinary by-productes_ES
dc.typeinfo:eu-repo/semantics/articlees_ES
dc.relation.publisherVersionhttps://doi.org/10.1016/j.jmrt.2021.09.140es_ES
dc.rights.accessRightsopenAccesses_ES
dc.identifier.DOI10.1016/j.jmrt.2021.09.140
dc.type.versionpublishedVersiones_ES


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Attribution-NonCommercial-NoDerivatives 4.0 InternationalExcepto si se señala otra cosa, la licencia del ítem se describe como Attribution-NonCommercial-NoDerivatives 4.0 International