Please use this identifier to cite or link to this item: https://open.uns.ac.rs/handle/123456789/2750
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dc.contributor.authorIlić B.en
dc.contributor.authorMitrović, Aleksandraen
dc.contributor.authorRadonjanin, Vlastimiren
dc.contributor.authorMalešev, Mirjanaen
dc.contributor.authorZdujić M.en
dc.date.accessioned2019-09-23T10:23:29Z-
dc.date.available2019-09-23T10:23:29Z-
dc.date.issued2018-01-01en
dc.identifier.isbn9789402412062en
dc.identifier.issn22110844en
dc.identifier.urihttps://open.uns.ac.rs/handle/123456789/2750-
dc.description.abstract© RILEM 2018. Kaolin from a Serbian deposit, having a high content of mica and quartz, disordered kaolinite and a high specific surface area, was used to prepare metakaolin (MK). The calcination at temperatures of 700, °C or 750, °C for 30 to 180, min resulted in MK having high pozzolanic activity, but also significant aglomeration of particles. In order to disperse aglomerates, MK was milled, which resulted in increased pozzolanic activity and reduced particle size. The effects of MK and additionally milled metakaolin (MKmill) on the composite strengths and microstructure of the pastes were compared. We prepared and investigated composites in which ordinary Portland cement (OPC) was replaced with 10% to 50% of MK or MKmill, as well as the representative samples of paste for determination of microstructure. Compressive strengths higher than the control were obtained for composites having up to 30% of MK and up to 40% of MKmill, respectively. Increase of composite strengths with MKmill was more pronounced at lower cement replacement levels (10% and 20%). Compressive strength of composites containing agglomerated MK were satisfactory, which suggests that milling of MK, as well as purification of kaolin, may not be necessary.en
dc.relation.ispartofRILEM Bookseriesen
dc.titleCompressive strength improvements of cement-based composites achieved with additional milling of metakaolinen
dc.typeConference Paperen
dc.identifier.doi10.1007/978-94-024-1207-9_34en
dc.identifier.scopus2-s2.0-85033714568en
dc.identifier.urlhttps://api.elsevier.com/content/abstract/scopus_id/85033714568en
dc.relation.lastpage218en
dc.relation.firstpage212en
dc.relation.volume16en
item.fulltextNo Fulltext-
item.grantfulltextnone-
crisitem.author.deptFakultet tehničkih nauka, Departman za računarstvo i automatiku-
crisitem.author.deptFakultet tehničkih nauka, Departman za građevinarstvo i geodeziju-
crisitem.author.deptFakultet tehničkih nauka, Departman za građevinarstvo i geodeziju-
crisitem.author.parentorgFakultet tehničkih nauka-
crisitem.author.parentorgFakultet tehničkih nauka-
crisitem.author.parentorgFakultet tehničkih nauka-
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