Performance of ready-mixed clay plasters produced with different clay/sand ratios

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dc.contributor.authorEmiroğlu, Mehmet
dc.contributor.authorYalama, Ahmet
dc.contributor.authorErdoğdu, Yasemin
dc.date.accessioned2020-04-30T23:20:48Z
dc.date.available2020-04-30T23:20:48Z
dc.date.issued2015
dc.departmentDÜ, Teknoloji Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.descriptionEmiroglu, Mehmet/0000-0002-0214-4986en_US
dc.descriptionWOS: 000361577200026en_US
dc.description.abstractRecent studies have shown that the usage of earthen building materials such as adobe, rammed earth and clay plaster has increased due to their moisture balancing and breathing characteristics, availability of their raw materials, suitable costs, sustainability and environmentally friendly properties. Although making adobe and clay plaster is quite an old building application, nowadays, more durable clay plasters can be produced on the basis of quality control in the industrial sense. In the literature, there are many studies dealing with adobe and rammed earth materials. However, investigations covering the characteristics of clay plasters are limited. In this study, the performance of ready-mixed clay plasters was examined with regard to the moisture content of the samples during the test, the mixture content of the water and the clay/sand ratios. Compressive strength and shrinkage (volumetric and observational) of the clay plasters were considered as key parameters for the performance analysis. In addition, simple field tests, used for analysis of the composition of earth building materials, were carried out in order to evaluate the effect of the clay/sand ratio on the performance of the clay plasters. As a result, an increase in the initial water content of the mixture and/or the moisture content of the samples during the test had a negative effect on the compressive strength. Furthermore, the optimum clay/sand ratio was between 0.43 and 0.66 by weight when the shrinkage and compressive strength results were considered all together. (C) 2015 Elsevier B.V. All rights reserved.en_US
dc.description.sponsorshipMinistry of Science, Industry and Technology Techno-initiative Capital Support ProgramMinistry of Science, Industry & Technology - Turkey [0319.TGSD.2012]en_US
dc.description.sponsorshipThis study was supported by the Ministry of Science, Industry and Technology Techno-initiative Capital Support Program (Project Number 0319.TGSD.2012). The authors wish to express their thanks to HAME Engineering Limited Company for supplying the raw materials and some of the testing equipment.en_US
dc.identifier.doi10.1016/j.clay.2015.08.005en_US
dc.identifier.endpage229en_US
dc.identifier.issn0169-1317
dc.identifier.issn1872-9053
dc.identifier.scopusqualityQ1en_US
dc.identifier.startpage221en_US
dc.identifier.urihttps://doi.org/10.1016/j.clay.2015.08.005
dc.identifier.urihttps://hdl.handle.net/20.500.12684/4080
dc.identifier.volume115en_US
dc.identifier.wosWOS:000361577200026en_US
dc.identifier.wosqualityQ1en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherElsevier Science Bven_US
dc.relation.ispartofApplied Clay Scienceen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectClay plastersen_US
dc.subjectSustainable building materialsen_US
dc.subjectPhysical and mechanical propertiesen_US
dc.titlePerformance of ready-mixed clay plasters produced with different clay/sand ratiosen_US
dc.typeArticleen_US

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