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dc.contributor.authorGarach Morcillo, Laura 
dc.contributor.authorLópez Alonso, Mónica 
dc.contributor.authorAgrela, Francisco
dc.contributor.authorOrdóñez García, Bonifacio Javier 
dc.contributor.authorAlegre Bayo, Francisco Javier 
dc.contributor.authorMoya Ortiz, José Antonio 
dc.date.accessioned2024-10-01T10:01:44Z
dc.date.available2024-10-01T10:01:44Z
dc.date.issued2015-12-16
dc.identifier.citationGarach, L. et. al. Materials 2015, 8, 8804–8816. [https://doi.org/10.3390/ma8125493]es_ES
dc.identifier.urihttps://hdl.handle.net/10481/95334
dc.description.abstractRecycled concrete aggregates and mixed recycled aggregates are specified as types of aggregates with lower densities, higher water absorption capacities, and lower mechanical strength than natural aggregates. In this paper, the mechanical behaviour and microstructural properties of natural aggregates, recycled concrete aggregates and mixed recycled aggregates were compared. Different specimens of unbound recycled mixtures demonstrated increased resistance properties. The formation of new cement hydrated particles was observed, and pozzolanic reactions were discovered by electronon microscopy in these novel materials. The properties of recycled concrete aggregates and mixed recycled aggregates suggest that these recycled materials can be used in unbound road layers to improve their mechanical behaviour in the long term.es_ES
dc.language.isoenges_ES
dc.publisherMDPIes_ES
dc.rightsAtribución 4.0 Internacional*
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/*
dc.subjectself-cementinges_ES
dc.subjectmechanical propertieses_ES
dc.subjectrecycled aggregateses_ES
dc.titleImprovement of Bearing Capacity in Recycled Aggregates Suitable for Use as Unbound Road Sub-Basees_ES
dc.typejournal articlees_ES
dc.rights.accessRightsopen accesses_ES
dc.identifier.doi10.3390/ma8125493
dc.type.hasVersionVoRes_ES


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