Please use this identifier to cite or link to this item: https://hdl.handle.net/10216/157795
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dc.creatorAna Mafalda Matos
dc.creatorPaula Milheiro de Oliveira
dc.creatorMário Jorge Pimentel
dc.date.accessioned2024-03-29T00:10:40Z-
dc.date.available2024-03-29T00:10:40Z-
dc.date.issued2024-01-14
dc.identifier.issn0950-0618
dc.identifier.othersigarra:653837
dc.identifier.urihttps://hdl.handle.net/10216/157795-
dc.description.abstractPortland cement and supplementary cementitious materials (SCM) are crucial components in the mixture design of High-Performance Concrete (HPC). In certain regions, the constrained ready market availability of SCM may limit the widespread adoption of HPC, namely when a long-term supply is envisaged. These circumstances demand research into sustainable and cost-effective HPC mix designs independent of expensive and imported SCM, such as silica fume. Using locally available SCM reduces costs and the carbon dioxide (CO2) emissions associated with HPC production, while also assigning value to abundant industrial waste or by-products, such as glass powder. This study presents a wide range of more environmentally friendly white HPC formulations suited for architectural applications. The proposed formulations incorporate significant proportions of limestone filler and waste glass powder with varying fineness, serving as substantial partial replacements for white cement. An integrated assessment of engineering properties was conducted, including flowability, electrical resistivity, mechanical strength, and ecological balance. Response surface models of the material behaviour reveal that the water-to-cement weight ratio (w/c) and the glass powder-to-cement weight ratio (GP/c) have a significant influence on both the engineering properties and the ecological footprint of HPC. Regression models were used to obtain the high-flowable HPC. Five optimal mixtures were selected featuring significant partial replacement of cement (c) by limestone filler (Lf) and glass power (GP), with Lf/c is an element of[0.38;0.78] and GP/c is an element of[0.269;0.394]. These mixtures reached cube compressive strengths ranging from 90 to 100 MPa, flexure strengths in the 13-15 MPa range, and resistivity levels between 90-180 ohm.m at 28 days.
dc.language.isoeng
dc.rightsrestrictedAccess
dc.subjectEngenharia civil, Engenharia civil
dc.subjectCivil engineering, Civil engineering
dc.titleEco-efficient high performance white concrete incorporating waste glass powder
dc.typeArtigo em Revista Científica Internacional
dc.contributor.uportoFaculdade de Engenharia
dc.identifier.doi10.1016/j.conbuildmat.2023.134556
dc.identifier.authenticusP-00Z-MB0
dc.subject.fosCiências da engenharia e tecnologias::Engenharia civil
dc.subject.fosEngineering and technology::Civil engineering
Appears in Collections:FEUP - Artigo em Revista Científica Internacional

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