Zobrazit minimální záznam

dc.contributor.authorHrabová, Kristýna
dc.contributor.authorLehner, Petr
dc.contributor.authorGhosh, Pratanu
dc.contributor.authorKonečný, Petr
dc.contributor.authorTeplý, Břetislav
dc.date.accessioned2021-09-07T06:34:33Z
dc.date.available2021-09-07T06:34:33Z
dc.date.issued2021
dc.identifier.citationApplied Sciences. 2021, vol. 11, issue 11, art. no. 4964.cs
dc.identifier.issn2076-3417
dc.identifier.urihttp://hdl.handle.net/10084/145156
dc.description.abstractIn the production of cement and concrete, mechanical and durable properties are essential, along with reasonable cost and sustainability. This study aimed to apply an evaluation procedure of the level of sustainability of mixtures of high-performance concretes (HPC) with various eco-friendly supplementary cementitious materials (SCM). The major supplementary cementitious materials (SCMs), namely, volcanic pumice pozzolan (VPP), Class C and F fly ash, ground granulated blast furnace slag of grade 120, silica fume, and metakaolin, were included. Twenty-seven concrete mixtures were analyzed using a previously presented comprehensive material sustainability indicator in a cost-effective variant. The results indicated that the rank of the concretes differed at 28, 56, and 91 days after concreting. In addition, the study showed no correlation of strength and diffusion parameters with sustainability indicators. Finally, this study will contribute to the optimal selection of mixtures of HPC with VPP in terms of sustainability, cost, and durability for future implementation in reinforced concrete bridge deck slabs and pavements. The values of sustainability indicators for pumice-based mixtures were compared with those for other SCMs, highlighting the sustainable performance of volcanic ash-based SCM.cs
dc.language.isoencs
dc.publisherMDPIcs
dc.relation.ispartofseriesApplied Sciencescs
dc.relation.urihttps://doi.org/10.3390/app11114964cs
dc.rights© 2021 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license.cs
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/cs
dc.subjectsustainabilitycs
dc.subjectconcretecs
dc.subjectSCMcs
dc.subjectpozzolaniccs
dc.subjecteco-costscs
dc.subjectdurabilitycs
dc.subjectlife cycle assessmentcs
dc.titleSustainability levels in comparison with mechanical properties and durability of pumice high-performance concretecs
dc.typearticlecs
dc.identifier.doi10.3390/app11114964
dc.rights.accessopenAccesscs
dc.type.versionpublishedVersioncs
dc.type.statusPeer-reviewedcs
dc.description.sourceWeb of Sciencecs
dc.description.volume11cs
dc.description.issue11cs
dc.description.firstpageart. no. 4964cs
dc.identifier.wos000659625700001


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Zobrazit minimální záznam

© 2021 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license.
Kromě případů, kde je uvedeno jinak, licence tohoto záznamu je © 2021 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license.