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dc.contributor.authorCabrera Covarrubias, Francisca Guadalupe
dc.contributor.authorGómez Soberón, José Manuel Vicente
dc.contributor.authorAlmaral Sánchez, Jorge Luis
dc.contributor.authorArredondo Rea, Susana Paola
dc.contributor.authorMendivil Escalante, José Miguel
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament de Tecnologia de l'Arquitectura
dc.date.accessioned2018-04-06T12:04:30Z
dc.date.issued2018
dc.identifier.citationCabrera, F., Gómez-Soberón, J.M., Almaral Sánchez, Jorge Luis, Arredondo-Rea, S.P., Mendivil, J. Mechanical and basic deformation properties of mortar with recycled glass as a fine aggregate replacement. "International Journal of Civil Engineering", 2018, vol. 16, núm. 1, p. 107-121.
dc.identifier.issn1735-0522
dc.identifier.urihttp://hdl.handle.net/2117/116023
dc.description.abstractAs a result of the large quantities of glass residues being generated, research is currently underway for efficient, economic and eco-friendly alternatives, among them the incorporation of recycled glass in mortar as a substitute for natural sand; this work has researched and studied recycled glass substitutions of 0, 15, 30, 60 and 100 %. A basic characterization of both sands was carried out with the aim of comparing both materials (granulometric profiles, density and absorption). Compressive and flexural strength were studied with regard to the mechanical behavior of the mortar in question; regarding deformation, the basic, drying and total shrinkage were determined. The results of the research show that the recycled glass sands are less dense than the standard sand used, and the latter has a higher absorption coefficient. With regard to compressive and flexural strength, the mortars with recycled glass reported lower resistance than the natural sand mortars, with the 15 % recycled glass combination being the closest to the natural mortar. On the other hand, in the case of deformation due to drying shrinkage (the most significant), the recycled mortars showed even more favorable results than the natural mortar; the 100 % glass content had the lowest shrinkage rate in the experimental phase. The study concludes that mortars with 15 % recycled sand may feasibly be used in applications with low mechanical requirements, with their low rates of shrinkage deformation being an additional advantage.
dc.format.extent15 p.
dc.language.isoeng
dc.publisherSpringer
dc.rightsAttribution-NonCommercial-NoDerivs 3.0 Spain
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/3.0/es/
dc.subjectÀrees temàtiques de la UPC::Edificació::Materials de construcció::Vidre
dc.subjectÀrees temàtiques de la UPC::Edificació::Materials de construcció::Morter
dc.subjectÀrees temàtiques de la UPC::Edificació::Construcció sostenible
dc.subject.lcshMortar
dc.subject.lcshGlass
dc.subject.lcshGlass -- Recycling
dc.subject.lcshSand
dc.subject.otherRecycled mortars
dc.subject.otherRecycled glass materials
dc.subject.otherBasic and drying shrinkage
dc.subject.otherSustainability construction
dc.titleMechanical and basic deformation properties of mortar with recycled glass as a fine aggregate replacement
dc.typeArticle
dc.subject.lemacMorter (Material de construcció)
dc.subject.lemacVidre
dc.subject.lemacVidre -- Reciclatge
dc.subject.lemacSorra
dc.contributor.groupUniversitat Politècnica de Catalunya. GICITED - Grup Interdiciplinari de Ciència i Tecnologia en l'Edificació
dc.identifier.doi10.1007/s40999-016-0071-9
dc.rights.accessRestricted access - author's decision
local.identifier.drac19259447
dc.description.versionPostprint (author's final draft)
dc.date.lift10000-01-01
local.citation.authorCabrera, F.; Gómez-Soberón, J.M.; Almaral Sánchez, Jorge Luis; Arredondo-Rea, S.P.; Mendivil, J.
local.citation.publicationNameInternational Journal of Civil Engineering
local.citation.volume16
local.citation.number1
local.citation.startingPage107
local.citation.endingPage121


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Attribution-NonCommercial-NoDerivs 3.0 Spain
Except where otherwise noted, content on this work is licensed under a Creative Commons license : Attribution-NonCommercial-NoDerivs 3.0 Spain