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dc.creatorDragaš, Jelena
dc.creatorMarinković, Snežana
dc.date.accessioned2019-04-30T13:22:41Z
dc.date.available2019-04-30T13:22:41Z
dc.date.issued2016
dc.identifier.isbn978-86-7892-839-0
dc.identifier.urihttp://grafar.grf.bg.ac.rs/handle/123456789/1396
dc.description.abstractHigh-volume fly ash concrete has been developed for the last few decades. One of the main disadvantages of this type of concrete is slow compressive strength development and low early-age strengths. In order to overcome this adequate curing regime should be chosen. Water is the main factor influencing the hydration and pozzolanic reaction in concrete so water curing is usually the best choice. Higher curing temperatures have a positive effect on the chemical reactions taking place in concrete so steam curing is usually used for high-volume fly ash concrete. In order to obtain good early and later compressive strengths, a balance between standard water curing and steam curing duration is needed.en
dc.publisherDruštvo građevinskih konstruktera Srbije, Beograd
dc.rightsopenAccess
dc.sourceZbornik radova / Društvо građevinskih konstruktera Srbije, Simpozijum 2016, 15-17. septembar, Zlatiboren
dc.titleCuring of high-volume fly ash concreteen
dc.typeconferenceObject
dc.rights.licenseBY-NC-ND
dc.citation.epage1060
dc.citation.other: 1049-1060
dc.citation.spage1049
dc.identifier.rcubconv_4032
dc.type.versionpublishedVersion


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