Using of recycled clay brick/fine soil to produce sodium hydroxide alkali activated mortars

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dc.authoridAlzeebaree, Radhwan/0000-0003-2496-3322
dc.authoridMohammedameen, Alaa/0000-0002-7933-8295
dc.authoridMawlod, Arass/0000-0003-0160-1097
dc.contributor.authorAlzeebaree, Radhwan
dc.contributor.authorMawlod, Arass Omer
dc.contributor.authorMohammedameen, Alaa
dc.contributor.authorNis, Anil
dc.date.accessioned2024-09-11T19:52:19Z
dc.date.available2024-09-11T19:52:19Z
dc.date.issued2021
dc.departmentİstanbul Gelişim Üniversitesien_US
dc.description.abstractIn the study, the recycled clay brick powder/fine soil powder-based sodium hydroxide alkali-activated mortar (AAM) specimens were prepared by mixing different percentages (100/0, 80/20, 60/40, 40/60, 20/80, and 100/0, respectively) to investigate the mechanical and durability performance of sustainable AAM specimens for the possible utilization instead of OPC. The constant ratio of glass powder was used in the production of AAM to increase the alkalinity and improve the mechanical properties of alkali-activated mortar. Also, the influences of sodium hydroxide molarity concentrations (8, 10, 12, 14, and 16 M) on the performance of AAM specimens were studied. The compressive strength, water absorption, and water sorptivity tests were conducted on the AAM specimens and the relationships between the investigated parameters were analyzed. The obtained results revealed that the fine soil powder replacement with clay brick powder improved the compressive strength, and reduced water absorption and water sorptivity up to 80% replacement ratios, and the superior mechanical and durability performance was obtained in the 80% fine soil powder-based AAM specimens. For the higher fine soil powder replacement ratio (100%), the performances of the AAM specimens were found to be adversely affected. Besides, the concentration of NaOH solution significantly influenced the material performances of the fine soil powder-based AAMs and 12 M NaOH concentration performed superior mechanical and durability performance. The strength enhancement of the AAMs was found to be significant after 90 days of ambient curing period.en_US
dc.identifier.doi10.1177/13694332211015742
dc.identifier.endpage3009en_US
dc.identifier.issn1369-4332
dc.identifier.issn2048-4011
dc.identifier.issue13en_US
dc.identifier.scopus2-s2.0-85106263121en_US
dc.identifier.startpage2996en_US
dc.identifier.urihttps://doi.org/10.1177/13694332211015742
dc.identifier.urihttps://hdl.handle.net/11363/7944
dc.identifier.volume24en_US
dc.identifier.wosWOS:000680135000001en_US
dc.identifier.wosqualityQ3en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.language.isoenen_US
dc.publisherSage Publications Incen_US
dc.relation.ispartofAdvances In Structural Engineeringen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.snmz20240903_Gen_US
dc.subjectfine soil powderen_US
dc.subjectmechanical and durability propertiesen_US
dc.subjectrecycled clay brick powderen_US
dc.subjectsustainable alkali activated mortaren_US
dc.titleUsing of recycled clay brick/fine soil to produce sodium hydroxide alkali activated mortarsen_US
dc.typeArticleen_US

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