Sınıfsız Afsin-elbistan Uçucu Külü ve Atık Cam Tozundan Yapılan Harçların Özellikleri

dc.contributor.author Binici, Hanifi
dc.contributor.author Eken, Mustafa
dc.contributor.author Uslu, Kenan
dc.date.accessioned 2022-02-26T20:58:19Z
dc.date.available 2022-02-26T20:58:19Z
dc.date.issued 2021
dc.description DergiPark: 825996 en_US
dc.description konjes en_US
dc.description.abstract The aim of the present study to investigate classless Afsin-Elbistan fly ash. For this purpose, classless Afsin-Elbistan fly ash and waste granulated glass have been mixed at certain rates. After several experiments, obtained mixture according to standard were determined. The mortar samples produced by these mixtures with different percentages replaced of cement. Setting time, volume expansion, flexural and compressive strengths of samples were determined at 3-7-28 days. Moreover, alkali-silica reaction (ASR) of samples was tested according to using mortar bar experiments. The results of this study, Afsin-Elbistan fly ash can be used as C and F class ash in accordance. The best results of flexural and compressive strengths of samples were obtained by fifteen percent ground glass added. Expansion ratio of the samples was within the limits given standard. From the results that has been founded many properties of the mortars are better than that of the References samples. This study has shown that the addition waste ground glass to classless ash can be used as a C or F class ash. en_US
dc.description.abstract The aims of the present study to investigate classless Afsin-Elbistan fly. For this purpose, classless Afsin-Elbistan fly ash and waste granulated glass have been mixed at certain rates. After several experiments, obtained mixture according to standard were determined. The mortar samples produced by these mixtures with different percentages replaced of cement. Setting time, volume expansion, flexural and compressive strengths of samples were determined at 3-7-28 days. Moreover, alkali-silica reaction (ASR) of samples was tested according to using mortar bar experiments. The results of this study, Afsin- Elbistan fly ash can be used as C and F class ash in accordance. The bending and compressive strengths of the samples that added ten percent glass powder to the fly ash were found to be the highest. The expansion rates of the samples were found in accordance with the standard. The results obtained from experimental studies have shown that many properties of mortars produced with class ash are better than the Reference sample. The results of this study showed that by adding different amounts of glass powder to the Afsin- Elbistan fly ash, it could be used in cement production as the ash was classified into class. en_US
dc.identifier.doi 10.36306/konjes.825996
dc.identifier.issn 2667-8055
dc.identifier.uri https://doi.org/10.36306/konjes.825996
dc.identifier.uri https://dergipark.org.tr/tr/pub/konjes/issue/62624/825996
dc.identifier.uri https://dergipark.org.tr/tr/download/article-file/1397348
dc.identifier.uri https://hdl.handle.net/20.500.13091/2188
dc.language.iso tr en_US
dc.publisher Konya Technical University en_US
dc.relation.ispartof Konya Mühendislik Bilimleri Dergisi en_US
dc.rights info:eu-repo/semantics/openAccess en_US
dc.subject ASR en_US
dc.subject Uçucu kül en_US
dc.subject Dayanım en_US
dc.subject Cam tozu en_US
dc.subject ASR en_US
dc.subject Fly ash en_US
dc.subject Strength en_US
dc.subject Ground Glass en_US
dc.title Sınıfsız Afsin-elbistan Uçucu Külü ve Atık Cam Tozundan Yapılan Harçların Özellikleri en_US
dc.title.alternative Properties of Mortars Produced With Classless Afsin-Elbistan Fly Ash and Waste Ground Glass en_US
dc.type Article en_US
dspace.entity.type Publication
gdc.coar.access open access
gdc.coar.type text::journal::journal article
gdc.description.department KTÜN en_US
gdc.description.endpage 427 en_US
gdc.description.issue 2 en_US
gdc.description.publicationcategory Makale - Ulusal Hakemli Dergi - Başka Kurum Yazarı en_US
gdc.description.scopusquality N/A
gdc.description.startpage 416 en_US
gdc.description.volume 9 en_US
gdc.description.wosquality Q4
gdc.opencitations.count 0

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