Possibilities of K-Value Determination for Active Admixtures with Respect to Durability
dc.contributor.author | Šperling, Petr | cs |
dc.contributor.author | Hubáček, Adam | cs |
dc.contributor.author | Hela, Rudolf | cs |
dc.contributor.author | Stará, Tereza | cs |
dc.contributor.author | Dvořák, Richard | cs |
dc.coverage.issue | 10 | cs |
dc.coverage.volume | 18 | cs |
dc.date.accessioned | 2025-07-17T12:58:55Z | |
dc.date.available | 2025-07-17T12:58:55Z | |
dc.date.issued | 2025-05-12 | cs |
dc.description.abstract | This paper discusses the possibility of determining k-values for active admixtures concerning durability factors such as the depth of penetration of water under pressure and the depth of carbonation of cement mortars with fly ash. The k-value considers the use of active admixtures in concrete when calculating the water/cement ratio and the equivalent amount of binder. Currently, only the effect of the active admixture on the compressive strength of concrete and cement mortars is considered when determining the k-value, but not the effect of the active admixture on durability. To account for the influence of durability factors on the determination of the k-value, the mathematical functions of the property, dependent on the water/cement ratio and the age of the cement mortar, were constructed using regression analysis. From the determined functions, it was then possible to use an optimisation problem to determine the k-value so the difference between the actual measurement and calculated depth of pressure water seepage or carbonation was as small as possible. A high coefficient of determination of 0.9855 was achieved for the pressure water seepage depth function, but the coefficient of determination for the carbonation depth was lower. | en |
dc.format | text | cs |
dc.format.extent | 1-25 | cs |
dc.format.mimetype | application/pdf | cs |
dc.identifier.citation | Materials . 2025, vol. 18, issue 10, p. 1-25. | en |
dc.identifier.doi | 10.3390/ma18102227 | cs |
dc.identifier.issn | 1996-1944 | cs |
dc.identifier.orcid | 0000-0001-7524-5449 | cs |
dc.identifier.orcid | 0000-0001-6200-1728 | cs |
dc.identifier.orcid | 0000-0003-0024-2344 | cs |
dc.identifier.other | 198088 | cs |
dc.identifier.researcherid | AAL-7858-2020 | cs |
dc.identifier.scopus | 57195216023 | cs |
dc.identifier.uri | https://hdl.handle.net/11012/255197 | |
dc.language.iso | en | cs |
dc.publisher | MDPI | cs |
dc.relation.ispartof | Materials | cs |
dc.relation.uri | https://www.mdpi.com/1996-1944/18/10/2227 | cs |
dc.rights | Creative Commons Attribution 4.0 International | cs |
dc.rights.access | openAccess | cs |
dc.rights.sherpa | http://www.sherpa.ac.uk/romeo/issn/1996-1944/ | cs |
dc.rights.uri | http://creativecommons.org/licenses/by/4.0/ | cs |
dc.subject | k-value | en |
dc.subject | activity index | en |
dc.subject | supplementary cementitious materials | en |
dc.subject | fly ash | en |
dc.subject | durability | en |
dc.title | Possibilities of K-Value Determination for Active Admixtures with Respect to Durability | en |
dc.type.driver | article | en |
dc.type.status | Peer-reviewed | en |
dc.type.version | publishedVersion | en |
sync.item.dbid | VAV-198088 | en |
sync.item.dbtype | VAV | en |
sync.item.insts | 2025.07.17 14:58:55 | en |
sync.item.modts | 2025.07.17 14:33:09 | en |
thesis.grantor | Vysoké učení technické v Brně. Fakulta stavební. Ústav technologie stavebních hmot a dílců | cs |
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