Determination of alkali-silica reaction effects of zeolitic tuff addition on the different aggregates

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dc.authorid36782041200
dc.authorid26535233900
dc.authorid8616531100
dc.contributor.authorGökçe H.S.
dc.contributor.authorTaban S.
dc.contributor.authorŞimşek O.
dc.date.accessioned20.04.201910:49:12
dc.date.accessioned2019-04-20T21:44:51Z
dc.date.available20.04.201910:49:12
dc.date.available2019-04-20T21:44:51Z
dc.date.issued2010
dc.departmentBayburt Üniversitesien_US
dc.description.abstractThe aim of this study is to determine the alkali-silica reaction (ASR) related characteristics of crushed stones that are produced from rocks of perlite, andesite and limestone when zeolitic tuff (ZT) is used in the mortar mix as cement replacement in different ratios. Accelerated mortar bar experiments in accordance with ASTM C 1260 were carried out on crushed stone aggregate samples to determine the ASR. CEM I 42.5 R type cement was replaced by ZT material in the following ratios: 0, 10, 20, 30 and 40%; in order to investigate the effects of replacement on the ASR pertaining to the aggregate types, 45 mortar bar pieces were produced. The length change values of the samples were measured on the 3, 7, 14, 28, 42, 56 days according to the accelerated mortar bar method. Measured length changes for the control samples on 14th day were found to be 0.570% at the level of potentially harmful for perlite, 0.101% at the level of critic for andesite and 0.061% at the level of harmless for limestone. Length changes at the harmful levels were taken under control for perlite at 30 and 40%, for andesite at 20, 30 and 40% ZT replacement ratios. Length change values of all samples decrease as ZT replacement increases. As a result, ZT replacement is effective to suppress the ASR of reactive aggregates.en_US
dc.identifier.endpage809
dc.identifier.issn1300-1884
dc.identifier.issue4
dc.identifier.scopus2-s2.0-78651446951en_US
dc.identifier.scopusqualityQ3en_US
dc.identifier.startpage803
dc.identifier.urihttps://hdl.handle.net/20.500.12403/953
dc.identifier.volume25
dc.indekslendigikaynakScopusen_US
dc.language.isotren_US
dc.relation.ispartofJournal of the Faculty of Engineering and Architecture of Gazi Universityen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectAlkali silica reaction
dc.subjectAndesite
dc.subjectLimestone
dc.subjectPerlite
dc.subjectZeolitic tuff
dc.subjectAggregate type
dc.subjectAlkali-silica reaction
dc.subjectAndesite
dc.subjectCement replacement
dc.subjectControl samples
dc.subjectCrushed stones
dc.subjectMortar-bar method
dc.subjectPerlite
dc.subjectReactive aggregate
dc.subjectReplacement ratio
dc.subjectZeolitic tuff
dc.subjectAggregates
dc.subjectCements
dc.subjectLimestone
dc.subjectMortar
dc.subjectSilica
dc.subjectIgneous rocks
dc.subjectAlkali silica reaction
dc.subjectAndesite
dc.subjectLimestone
dc.subjectPerlite
dc.subjectZeolitic tuff
dc.subjectAggregate type
dc.subjectAlkali-silica reaction
dc.subjectAndesite
dc.subjectCement replacement
dc.subjectControl samples
dc.subjectCrushed stones
dc.subjectMortar-bar method
dc.subjectPerlite
dc.subjectReactive aggregate
dc.subjectReplacement ratio
dc.subjectZeolitic tuff
dc.subjectAggregates
dc.subjectCements
dc.subjectLimestone
dc.subjectMortar
dc.subjectSilica
dc.subjectIgneous rocks
dc.titleDetermination of alkali-silica reaction effects of zeolitic tuff addition on the different aggregatesen_US
dc.typeArticleen_US

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