Effect of pumice powder and artificial lightweight fine aggregate on self-compacting mortar

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dc.authoridOnat, Onur/0000-0001-5284-2005
dc.authoridEtli, Serkan/0000-0003-3093-4106
dc.authorwosidOnat, Onur/P-2473-2016
dc.authorwosidEtli, Serkan/AAG-4496-2019
dc.contributor.authorEtli, Serkan
dc.contributor.authorCemalgil, Selim
dc.contributor.authorOnat, Onur
dc.date.accessioned2024-08-04T20:49:27Z
dc.date.available2024-08-04T20:49:27Z
dc.date.issued2021
dc.departmentİnönü Üniversitesien_US
dc.description.abstractAn experimental program was conducted to investigate the fresh properties, mechanical properties and durability characteristics of the self-compacting mortars (SCM) produced with pumice powder and Artificial Lightweight Fine Aggregate (aLWFA). aLWFA was produced by using fly ash. A total of 16 different mixtures were designed with a constant water-binder ratio of 0.37, in which natural sands were partially replaced with aLWFA and pumice powder at different volume fractions of 5%, 10% and 15%. The artificial lightweight aggregates used in this study were manufactured through cold bonding pelletisation of 90% of class-F fly ash and 10% of Portland cement in a tilted pan with an ambient temperature and moisture content. Flowability tests were conducted on the fresh mortar mixtures beforehand, to determine the self-compacting characteristics on the basis of EFNARC. To determine the conformity of the fresh mortar characteristics with the standards, mini-slump and mini-V-funnel tests were carried out. Hardened state tests were conducted after 7, 28 and 56 days to determine the flexural strength and axial compressive strength respectively. Durability, sorptivity, permeability and density tests were conducted at the end of 28 days of curing time. The test results showed that the pumice powder replacement improved both the fresh state and the hardened state characteristics of the mortar and the optimum mixture ratio was determined as 15%, considering other studies in the literature. In the aLWFA mixtures used, the mechanical and durability characteristics of the modified compositions were very close to the control mixture. It is concluded in this study that mixtures with pumice powder replacement eliminated the negative effects of the aLWFA in the mortars and made a positive contribution.en_US
dc.identifier.doi10.12989/cac.2021.27.3.241
dc.identifier.endpage252en_US
dc.identifier.issn1598-8198
dc.identifier.issn1598-818X
dc.identifier.issue3en_US
dc.identifier.scopus2-s2.0-85103679246en_US
dc.identifier.scopusqualityQ1en_US
dc.identifier.startpage241en_US
dc.identifier.urihttps://doi.org/10.12989/cac.2021.27.3.241
dc.identifier.urihttps://hdl.handle.net/11616/99872
dc.identifier.volume27en_US
dc.identifier.wosWOS:000633053900004en_US
dc.identifier.wosqualityQ1en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherTechno-Pressen_US
dc.relation.ispartofComputers and Concreteen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectself-compacting mortaren_US
dc.subjectpumice powderen_US
dc.subjectdurabilityen_US
dc.subjectlightweight fine aggregateen_US
dc.subjecthardened state testsen_US
dc.titleEffect of pumice powder and artificial lightweight fine aggregate on self-compacting mortaren_US
dc.typeArticleen_US

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