Sustainability Levels in Comparison with Mechanical Properties and Durability of Pumice High-Performance Concrete

Simple item page
dc.contributor.authorHrabová, Kristýnacs
dc.contributor.authorLehner, Petrcs
dc.contributor.authorGhosh, Pratanucs
dc.contributor.authorKonečný, Petrcs
dc.contributor.authorTeplý, Břetislavcs
dc.coverage.issue11cs
dc.coverage.volume11cs
dc.date.issued2021-05-28cs
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.en
dc.formattextcs
dc.format.extent1-13cs
dc.format.mimetypeapplication/pdfcs
dc.identifier.citationApplied Sciences - Basel. 2021, vol. 11, issue 11, p. 1-13.en
dc.identifier.doi10.3390/app11114964cs
dc.identifier.issn2076-3417cs
dc.identifier.orcid0000-0003-2078-1898cs
dc.identifier.orcid0000-0001-9067-9122cs
dc.identifier.other171686cs
dc.identifier.researcheridAAY-3203-2020cs
dc.identifier.scopus57203485312cs
dc.identifier.urihttp://hdl.handle.net/11012/200876
dc.language.isoencs
dc.publisherMDPIcs
dc.relation.ispartofApplied Sciences - Baselcs
dc.relation.urihttps://www.mdpi.com/2076-3417/11/11/4964cs
dc.rightsCreative Commons Attribution 4.0 Internationalcs
dc.rights.accessopenAccesscs
dc.rights.sherpahttp://www.sherpa.ac.uk/romeo/issn/2076-3417/cs
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/cs
dc.subjectsustainabilityen
dc.subjectconcreteen
dc.subjectSCMen
dc.subjectpozzolanicen
dc.subjecteco-costsen
dc.subjectdurabilityen
dc.subjectlife cycle assessmenten
dc.titleSustainability Levels in Comparison with Mechanical Properties and Durability of Pumice High-Performance Concreteen
dc.type.driverarticleen
dc.type.statusPeer-revieweden
dc.type.versionpublishedVersionen
sync.item.dbidVAV-171686en
sync.item.dbtypeVAVen
sync.item.insts2025.02.03 15:45:27en
sync.item.modts2025.01.17 15:33:30en
thesis.grantorVysoké učení technické v Brně. Fakulta stavební. Ústav stavební mechanikycs
thesis.grantorVysoké učení technické v Brně. Fakulta stavební. Ústav stavebního zkušebnictvícs
thesis.grantorVysoké učení technické v Brně. Ústav soudního inženýrství. Ústav soudního inženýrstvícs
thesis.grantorVysoké učení technické v Brně. . Fakulta stavebnícs
Files
Original bundle
Now showing 1 - 1 of 1
Thumbnail Image
Name:
applsci1104964.pdf
Size:
2.61 MB
Format:
Adobe Portable Document Format
Description:
applsci1104964.pdf
Download
Collections
Ústav stavebního zkušebnictví
Ústav soudního inženýrství
Ústav stavební mechaniky