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dc.contributor.authorYener E.
dc.date.accessioned20.04.201910:49:12
dc.date.accessioned2019-04-20T21:43:55Z
dc.date.available20.04.201910:49:12
dc.date.available2019-04-20T21:43:55Z
dc.date.issued2015
dc.identifier.issn1468-0629
dc.identifier.urihttps://dx.doi.org/10.1080/14680629.2014.975153
dc.identifier.urihttps://hdl.handle.net/20.500.12403/717
dc.description.abstractIn cold regions, highways, airfields or sidewalks are exposed to de-icing agents to thaw the ice layer on pavement surface. In this situation, a progressive surface damage that pulls off flaky chips from concrete pavement takes place. This damage is named as frost salt scaling. To produce scaling-resistant concrete and prevent the damage in the field, the deterioration mechanism should be understood well. For this aim, a number of mechanisms have been hypothesised in literature. However, there is no unique one which can be used to explain all observations from laboratory tests and field applications. In this study, a novel hypothesis that is built on earlier findings in literature is introduced. According to the proposed mechanism, the pressure applied by forced brine from outer strong ice layer, which adhered to surface, causes scaling in the strongly ice adhered regions. The published events that are unexplainable by a unique former mechanisms proposed in literature related to the frost scaling are rationalised based on the proposed mechanism. © 2014, © 2014 Taylor & Francis.en_US
dc.language.isoengen_US
dc.publisherTaylor and Francis Ltd.
dc.relation.isversionof10.1080/14680629.2014.975153
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectconcrete pavements
dc.subjectdurability
dc.subjectfreezing and thawing
dc.subjectfrost salt scaling
dc.subjectice brine
dc.subjecttransport properties
dc.subjectConcrete pavements
dc.subjectConcretes
dc.subjectDurability
dc.subjectElectron transport properties
dc.subjectThawing
dc.subjectBrine rejections
dc.subjectConcrete surface
dc.subjectDeterioration mechanism
dc.subjectField application
dc.subjectFreezing and thawing
dc.subjectfrost salt scaling
dc.subjectPavement surface
dc.subjectScaling mechanism
dc.subjectIce
dc.subjectconcrete pavements
dc.subjectdurability
dc.subjectfreezing and thawing
dc.subjectfrost salt scaling
dc.subjectice brine
dc.subjecttransport properties
dc.subjectConcrete pavements
dc.subjectConcretes
dc.subjectDurability
dc.subjectElectron transport properties
dc.subjectThawing
dc.subjectBrine rejections
dc.subjectConcrete surface
dc.subjectDeterioration mechanism
dc.subjectField application
dc.subjectFreezing and thawing
dc.subjectfrost salt scaling
dc.subjectPavement surface
dc.subjectScaling mechanism
dc.subjectIce
dc.titleA new frost salt scaling mechanism for concrete pavements based on brine rejection from ice layer adhered to concrete surfaceen_US
dc.typearticleen_US
dc.relation.journalRoad Materials and Pavement Designen_US
dc.contributor.departmentBayburt Universityen_US
dc.contributor.authorID37091799100
dc.identifier.volume16
dc.identifier.issue1
dc.identifier.startpage89
dc.identifier.endpage100
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US


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