Please use this identifier to cite or link to this item: https://open.uns.ac.rs/handle/123456789/2751
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dc.contributor.authorIlić B.en
dc.contributor.authorRadonjanin, Vlastimiren
dc.contributor.authorMalešev, Mirjanaen
dc.contributor.authorZdujić M.en
dc.contributor.authorMitrović, Aleksandraen
dc.date.accessioned2019-09-23T10:23:30Z-
dc.date.available2019-09-23T10:23:30Z-
dc.date.issued2018-01-01en
dc.identifier.isbn9789402412062en
dc.identifier.issn22110844en
dc.identifier.urihttps://open.uns.ac.rs/handle/123456789/2751-
dc.description.abstract© RILEM 2018. Environmental concerns and sustainable development require increased replacement of cement. Most of previous studies have shown that the compressive strength of cement-based composites is maximized with a 20% content of metakaolin. We investigated composites prepared by replacing ordinary Portland Cement (OPC) with 30 to 50% of metakaolin (MK) and addition of appropriate amount of hydrated lime, which were ordinary cured for 2, 28 or 90 days. Hydration products and microstructure of the pastes were determined by X-ray diffraction (XRD), differential thermal analysis/thermal gravimetry (DTA/TG) and mercury intrusion porosimetry (MIP). MK was produced by calcination of kaolin from a Serbian deposit, which contained a high level of impurities. Replacement of OPC with 30% of MK achieved 28 days compressive strength equivalent to that of the control mix. Higher replacement levels, 40% and 50%, combined with the addition of hydrated lime, achieved satisfactory relative strengths of 94% and 87%, respectively. The positive contribution was particularly pronounced after 90 days for a composite containing 50% of MK. The results clearly showed a possibility of obtaining composites having acceptable compressive strength with reduced cement content in accordance with environmental and sustained development requirements.en
dc.relation.ispartofRILEM Bookseriesen
dc.titleProperties of the cement-based composites with high content of metakaolinen
dc.typeConference Paperen
dc.identifier.doi10.1007/978-94-024-1207-9_35en
dc.identifier.scopus2-s2.0-85033677395en
dc.identifier.urlhttps://api.elsevier.com/content/abstract/scopus_id/85033677395en
dc.relation.lastpage225en
dc.relation.firstpage219en
dc.relation.volume16en
item.fulltextNo Fulltext-
item.grantfulltextnone-
crisitem.author.deptFakultet tehničkih nauka, Departman za građevinarstvo i geodeziju-
crisitem.author.deptFakultet tehničkih nauka, Departman za građevinarstvo i geodeziju-
crisitem.author.deptFakultet tehničkih nauka, Departman za računarstvo i automatiku-
crisitem.author.parentorgFakultet tehničkih nauka-
crisitem.author.parentorgFakultet tehničkih nauka-
crisitem.author.parentorgFakultet tehničkih nauka-
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