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dc.contributor.authorŠulc, Rostislav
dc.contributor.authorHimmel, Michal
dc.contributor.authorNěmeček, Jiří
dc.date.accessioned2023-01-18T15:23:34Z
dc.date.available2023-01-18T15:23:34Z
dc.date.issued2019
dc.identifier.citationActa Polytechnica. 2019, vol. 22, no. 0, p. 107-112.
dc.identifier.issn1210-2709 (print)
dc.identifier.issn1805-2363 (online)
dc.identifier.urihttp://hdl.handle.net/10467/106110
dc.description.abstractThis paper describes the results of the experimentally modeled chloride ion penetration into different quality concrete structures with fully developed carbonation. Parts of concrete samples were further treated, to increase the resistance of concrete to chloride ion penetration, with a colloidal solution of Nano-silica or solution of Sodium Methyl Siliconate. Measurement of chloride profiles was performed on samples subjected to free diffusion of Cl− ions and on samples subjected to accelerated tests. The chloride ion profile in the samples was determined in layers of 5mm thickness up to a total of 45 mm.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/5666
dc.rightsCreative Commons Attribution 4.0 International Licenseen
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/
dc.titleCHLORIDE RESISTANCE OF NANO-PARTICLE REPAIRED CONCRETE
dc.typearticleen
dc.date.updated2023-01-18T15:23:34Z
dc.identifier.doi10.14311/APP.2019.22.0107
dc.rights.accessopenAccess
dc.type.statusPeer-reviewed
dc.type.versionpublishedVersion


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Zobrazit minimální záznam

Creative Commons Attribution 4.0 International License
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