Mostra el registre d'ítem simple

dc.contributor.authorRamírez Tenjhay, Mayanin Gisela
dc.contributor.authorGómez Soberón, José Manuel Vicente
dc.contributor.authorVázquez González, Alba Beatriz
dc.contributor.authorCabrera Covarrubias, Francisca Guadalupe
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament de Construccions Arquitectòniques II
dc.date.accessioned2016-11-03T15:34:39Z
dc.date.available2016-11-03T15:34:39Z
dc.date.issued2016-10-01
dc.identifier.citationRamírez, M., Gómez-Soberón, J.M., Vázquez, A., Cabrera, F. Total replacement of recycled aggregate and treated wastewater: concrete recycling in extremis. "Journal of sustainable architecture and civil engineering", 1 Octubre 2016, vol. 15, núm. 2, p. 66-75.
dc.identifier.issn2335–2000
dc.identifier.urihttp://hdl.handle.net/2117/91443
dc.description.abstractMillion tons of construction and demolition waste (CDW) are generated every year around the world, and most of them are not adequately disposed, generating significant pollution on water, soil and air. Additionally, the use of freshwater in industrial processes, such as the production of cement, concrete manufacturing and curing for newly-built structures; has damaged the health of our freshwater ecosystems, reducing their volume and hindering their natural cycle of renovation. Therefore, the incorporation of recycled aggregate (RA) and treated wastewater (TW) as substitutes for the usual aggregates (UA) and freshwater, could generate significant environmental benefits. In this research, a comparative analysis of the experimental results of the properties of fresh and hardened concrete with different replacement percentage of UA for RA, is presented; and as an innovation the use TW. The results show that, regardless of the replacement percentage and use of treated wastewater, a concrete with RA and TW (recycled concrete in extremis, CRiE) had a satisfactory and acceptable or equivalent performance, not differing significantly from the performance of conventional concrete (CC), confirming that the use of RA for concrete building is feasible.
dc.format.extent10 p.
dc.language.isoeng
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/3.0/es/
dc.subjectÀrees temàtiques de la UPC::Edificació::Materials de construcció::Formigó
dc.subject.lcshConcrete construction
dc.subject.otherrecycled aggregates
dc.subject.otherrecycled concrete
dc.subject.othersustainable materials
dc.subject.othertreated wastewater
dc.titleTotal replacement of recycled aggregate and treated wastewater: concrete recycling in extremis
dc.typeArticle
dc.subject.lemacConstrucció en formigó
dc.contributor.groupUniversitat Politècnica de Catalunya. GICITED - Grup Interdiciplinari de Ciència i Tecnologia en l'Edificació
dc.identifier.doi10.5755/j01.sace.15.2.15464
dc.description.peerreviewedPeer Reviewed
dc.relation.publisherversionhttp://www.sace.ktu.lt/index.php/DAS/article/view/15464/8151
dc.rights.accessOpen Access
local.identifier.drac19162872
dc.description.versionPostprint (published version)
local.citation.authorRamírez, M.; Gómez-Soberón, J.M.; Vázquez, A.; Cabrera, F.
local.citation.publicationNameJournal of sustainable architecture and civil engineering
local.citation.volume15
local.citation.number2
local.citation.startingPage66
local.citation.endingPage75


Fitxers d'aquest items

Thumbnail

Aquest ítem apareix a les col·leccions següents

Mostra el registre d'ítem simple