Приказ основних података о документу
Alkali-Aggregate Reactions in Concrete
dc.contributor | Lee, William E. | |
dc.contributor | Gadow, Rainer | |
dc.contributor | Mitić, Vojislav V. | |
dc.contributor | Obradović, Nina | |
dc.creator | Toplicic-Ćurčić, Gordana | |
dc.creator | Mitić, Vojislav V. | |
dc.creator | Grdić, Dušan | |
dc.creator | Miljković, Miroslav | |
dc.date.accessioned | 2017-06-10T15:45:07Z | |
dc.date.issued | 2016 | |
dc.identifier.uri | https://dais.sanu.ac.rs/123456789/845 | |
dc.description.abstract | In most concretes, aggregates are more or less chemically inert. However, some aggregates react with the alkali hydroxides in concrete, causing expansion and cracking over a period of many years. This alkali-aggregate reaction has two forms: alkali-silica reaction (ASR) and alkali-carbonate reaction (ACR). ASR is the most common form of alkali-aggregate reaction (AAR) in concrete; the other, much less common, form is alkali-carbonate reaction (ACR). If the aggregate is shown to be potentially reactive by the tests, some mitigation measure must be used to control the expansion and cracking. Alkali-silica reaction can be controlled using certain supplementary cementitious materials. | en |
dc.format | (2016) 361-383 | |
dc.language | en | |
dc.publisher | Atlantis Press | |
dc.relation | info:eu-repo/grantAgreement/MESTD/Technological Development (TD or TR)/36017/RS// | |
dc.rights | restrictedAccess | |
dc.source | Proceedings of the III Advanced Ceramics and Applications Conference | en |
dc.subject | concrete | |
dc.subject | alkali-silica reaction | |
dc.title | Alkali-Aggregate Reactions in Concrete | en |
dc.type | conferenceObject | |
dc.rights.license | ARR | |
dcterms.abstract | Топлициц-Ћурчић, Гордана; Грдић, Душан; Митић, Војислав В.; Миљковић, Мирослав; | |
dc.citation.spage | 361 | |
dc.citation.epage | 383 | |
dc.type.version | publishedVersion | |
dc.identifier.rcub | https://hdl.handle.net/21.15107/rcub_dais_845 |