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dc.contributor.authorFiol, F.
dc.contributor.authorThomas García, Carlos 
dc.contributor.authorMuñoz, C.
dc.contributor.authorOrtega-López, V.
dc.contributor.authorManso, J.M.
dc.contributor.otherUniversidad de Cantabriaes_ES
dc.date.accessioned2019-01-29T18:18:11Z
dc.date.available2020-10-01T02:45:13Z
dc.date.issued2018-09
dc.identifier.issn0950-0618
dc.identifier.issn1879-0526
dc.identifier.otherBIA2014-55576-C2-1-Res_ES
dc.identifier.otherBU119P17es_ES
dc.identifier.urihttp://hdl.handle.net/10902/15522
dc.description.abstractRecycled Aggregates (RA) from structural precast elements and the performance of Self-Compacting Concrete (SCC) containing RA in percentage substitutions of 20%, 50% and 100% are described in this paper. Three Control Concretes (CC-30, CC-37.5, CC-45) manufactured with Natural Aggregates (NA), and their corresponding Recycled Aggregate Concretes (RAC-20, RAC-50, RAC-100) are evaluated in terms of physical and mechanical properties. The in-fresh properties results (flowability, viscosity and passing ability) of the RAC were suitable for their use as SSC. Furthermore, the tests of compressive, splitting tensile and flexural strength, as well as density, porosity, water absorption, ultrasonic pulse velocity, stiffness, and both dynamic and static modulus provided results close to those of the SCC with NA, and in compliance with the requirements of current regulations. The recycling process that takes place in the precast factory supposes an economical improvement and an important contribution to global sustainability, in accordance with the concept of the circular economy.es_ES
dc.description.sponsorshipThe authors wish to express their gratitude for having contributed to the financing of this research to: Junta de Castilla y León (Regional Government) for funding UIC-231 through project BU119P17; MINECO for funding through project BIA2014-55576-C2-1-R; and FEDER (European Regional Development Funds). Moreover, we are grateful to the precast concrete company Artepref for having collaborated with the present research work.es_ES
dc.format.extent15 p.es_ES
dc.language.isoenges_ES
dc.publisherElsevier Ltdes_ES
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 Internationales_ES
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/*
dc.sourceConstruction and Building Materials Volume 182, 10 September 2018, Pages 309-323es_ES
dc.titleThe influence of recycled aggregates from precast elements on the mechanical properties of structural self-compacting concretees_ES
dc.typeinfo:eu-repo/semantics/articlees_ES
dc.relation.publisherVersionhttps://doi.org/10.1016/j.conbuildmat.2018.06.132es_ES
dc.rights.accessRightsopenAccesses_ES
dc.identifier.DOI10.1016/j.conbuildmat.2018.06.132
dc.type.versionacceptedVersiones_ES


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Attribution-NonCommercial-NoDerivatives 4.0 InternationalExcepto si se señala otra cosa, la licencia del ítem se describe como Attribution-NonCommercial-NoDerivatives 4.0 International