Reactivity of Binary Construction and Demolition Waste Mix as Supplementary Cementitious Materials

Calcareous and siliceous CDW wastes from concrete and glass wastes when mixed in binary mixtures has been analyzed in this study. Fine CDW fractions (<5 mm) of different sorts are selected: siliceous waste (HsT), calcareous waste (HcG) and laminated glass waste. The binary mixtures HsT/glass and...

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Autores principales: Raquel Vigil de la Villa Mencía, Moisés Frías Rojas, Sagrario Martínez-Ramírez, Lucía Fernández-Carrasco, Ernesto Villar Cociña, Rosario García-Giménez
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Publicado: MDPI AG 2021
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spelling oai:doaj.org-article:898b2d3b8b5f4bad9467a608708ef50c2021-11-11T18:03:38ZReactivity of Binary Construction and Demolition Waste Mix as Supplementary Cementitious Materials10.3390/ma142164811996-1944https://doaj.org/article/898b2d3b8b5f4bad9467a608708ef50c2021-10-01T00:00:00Zhttps://www.mdpi.com/1996-1944/14/21/6481https://doaj.org/toc/1996-1944Calcareous and siliceous CDW wastes from concrete and glass wastes when mixed in binary mixtures has been analyzed in this study. Fine CDW fractions (<5 mm) of different sorts are selected: siliceous waste (HsT), calcareous waste (HcG) and laminated glass waste. The binary mixtures HsT/glass and HcG/glass at mix-proportions of 1:1, 2:1 and 1:2, respectively, are analyzed with a range of characterization techniques (XRD, TG/DTA, SEM-EDX, NMR, FT-IR) in the pure pozzolan/lime system over a reaction time of 90 days. The results showed that the incorporation of highly reactive recycled glass modified the pozzolanic reaction of the binary mixtures with respect to each particular concrete waste (of low activity). The principal mineralogical phases of the reaction were calcite and C–S–H gel, the latter modifying the C/S and A/S ratios as a function of either the silica or the lime-based concrete waste and the glass content of the mixtures. A higher degree of polymerization, morphology, and sodium content of C-H-S gel formed when glass was added.Raquel Vigil de la Villa MencíaMoisés Frías RojasSagrario Martínez-RamírezLucía Fernández-CarrascoErnesto Villar CociñaRosario García-GiménezMDPI AGarticleCDW waste mixpozzolan reactivityglasshydrated phasesevolutionTechnologyTElectrical engineering. Electronics. Nuclear engineeringTK1-9971Engineering (General). Civil engineering (General)TA1-2040MicroscopyQH201-278.5Descriptive and experimental mechanicsQC120-168.85ENMaterials, Vol 14, Iss 6481, p 6481 (2021)
institution DOAJ
collection DOAJ
language EN
topic CDW waste mix
pozzolan reactivity
glass
hydrated phases
evolution
Technology
T
Electrical engineering. Electronics. Nuclear engineering
TK1-9971
Engineering (General). Civil engineering (General)
TA1-2040
Microscopy
QH201-278.5
Descriptive and experimental mechanics
QC120-168.85
spellingShingle CDW waste mix
pozzolan reactivity
glass
hydrated phases
evolution
Technology
T
Electrical engineering. Electronics. Nuclear engineering
TK1-9971
Engineering (General). Civil engineering (General)
TA1-2040
Microscopy
QH201-278.5
Descriptive and experimental mechanics
QC120-168.85
Raquel Vigil de la Villa Mencía
Moisés Frías Rojas
Sagrario Martínez-Ramírez
Lucía Fernández-Carrasco
Ernesto Villar Cociña
Rosario García-Giménez
Reactivity of Binary Construction and Demolition Waste Mix as Supplementary Cementitious Materials
description Calcareous and siliceous CDW wastes from concrete and glass wastes when mixed in binary mixtures has been analyzed in this study. Fine CDW fractions (<5 mm) of different sorts are selected: siliceous waste (HsT), calcareous waste (HcG) and laminated glass waste. The binary mixtures HsT/glass and HcG/glass at mix-proportions of 1:1, 2:1 and 1:2, respectively, are analyzed with a range of characterization techniques (XRD, TG/DTA, SEM-EDX, NMR, FT-IR) in the pure pozzolan/lime system over a reaction time of 90 days. The results showed that the incorporation of highly reactive recycled glass modified the pozzolanic reaction of the binary mixtures with respect to each particular concrete waste (of low activity). The principal mineralogical phases of the reaction were calcite and C–S–H gel, the latter modifying the C/S and A/S ratios as a function of either the silica or the lime-based concrete waste and the glass content of the mixtures. A higher degree of polymerization, morphology, and sodium content of C-H-S gel formed when glass was added.
format article
author Raquel Vigil de la Villa Mencía
Moisés Frías Rojas
Sagrario Martínez-Ramírez
Lucía Fernández-Carrasco
Ernesto Villar Cociña
Rosario García-Giménez
author_facet Raquel Vigil de la Villa Mencía
Moisés Frías Rojas
Sagrario Martínez-Ramírez
Lucía Fernández-Carrasco
Ernesto Villar Cociña
Rosario García-Giménez
author_sort Raquel Vigil de la Villa Mencía
title Reactivity of Binary Construction and Demolition Waste Mix as Supplementary Cementitious Materials
title_short Reactivity of Binary Construction and Demolition Waste Mix as Supplementary Cementitious Materials
title_full Reactivity of Binary Construction and Demolition Waste Mix as Supplementary Cementitious Materials
title_fullStr Reactivity of Binary Construction and Demolition Waste Mix as Supplementary Cementitious Materials
title_full_unstemmed Reactivity of Binary Construction and Demolition Waste Mix as Supplementary Cementitious Materials
title_sort reactivity of binary construction and demolition waste mix as supplementary cementitious materials
publisher MDPI AG
publishDate 2021
url https://doaj.org/article/898b2d3b8b5f4bad9467a608708ef50c
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