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dc.contributor.authorLin, Hangwei
dc.contributor.authorTakasu, Koji
dc.contributor.authorKoyamada, Hidehiro
dc.contributor.authorSuyama, Hiroki
dc.date.accessioned2023-01-18T15:48:49Z
dc.date.available2023-01-18T15:48:49Z
dc.date.issued2022
dc.identifier.citationActa Polytechnica. 2022, vol. 33, no. , p. 329-336.
dc.identifier.issn1210-2709 (print)
dc.identifier.issn1805-2363 (online)
dc.identifier.urihttp://hdl.handle.net/10467/106306
dc.description.abstractIn this paper, we presented the experimental discussion of samples of recycled aggregate concrete with replacement of natural fine aggregate by recycled fine aggregate. Three mix kinds were produced and, for each of these three kinds, two levels of water to blinder ratio were used with 0%, 10% and 20% of FA. The result of the tests of drying shrinkage and compressive strength of recycled concrete were used for comparison with tests of mercury intrusion porosimetry (MIP), in which the cumulative pore volume and different intervals of pore volume were studied at ages of 28 and 91 days. Correlation graph of compressive strength and cumulative pore volume might be predicted with given W/B, days and FA of the concrete or none given and drying shrinkage might be predicted with given FA.en
dc.format.mimetypeapplication/pdf
dc.language.isoeng
dc.publisherČeské vysoké učení technické v Prazecs
dc.publisherCzech Technical University in Pragueen
dc.relation.ispartofseriesActa Polytechnica
dc.relation.urihttps://ojs.cvut.cz/ojs/index.php/APP/article/view/8024
dc.rightsCreative Commons Attribution 4.0 International Licenseen
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/
dc.titleCorrelation of porosity and properties of recycled fine aggregate concrete with fly ash
dc.typearticleen
dc.date.updated2023-01-18T15:48:49Z
dc.identifier.doi10.14311/APP.2022.33.0329
dc.rights.accessopenAccess
dc.type.statusPeer-reviewed
dc.type.versionpublishedVersion


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