Feasibility of Using Recycled Concrete Aggregates for Half-Warm mix Asphalt

UDC.coleccionInvestigaciónes_ES
UDC.departamentoEnxeñaría Civiles_ES
UDC.endPage31es_ES
UDC.grupoInvGrupo de Estradas, Xeotecnia e Materiais (CGM)es_ES
UDC.institutoCentroCITEEC - Centro de Innovación Tecnolóxica en Edificación e Enxeñaría Civiles_ES
UDC.issue4es_ES
UDC.journalTitleMaterials and Structureses_ES
UDC.startPage1es_ES
UDC.volume51es_ES
dc.contributor.authorPasandín, A.R.
dc.contributor.authorPérez Pérez, Ignacio
dc.contributor.authorCaamaño Caamaño, Lidia
dc.contributor.authorPérez Barge, Natalia
dc.contributor.authorGómez Meijide, Breixo
dc.date.accessioned2019-03-28T15:21:26Z
dc.date.available2019-03-28T15:21:26Z
dc.date.issued2018
dc.description.abstract[Abstract:] The present study describes a laboratory investigation on the feasibility of reusing construction and demolition waste as recycled concrete aggregate (RCA) to manufacture half-warm mix asphalt (HWMA) instead of natural aggregates. In this investigation, semi-dense HWMA for the binder course, type AC 22 bin S, was analysed. Percentages of 0% (control mixture), 55%, and 100% RCA were used instead of natural aggregates (hornfels). Cationic bitumen emulsion, type C60B4, was used to manufacture the aforementioned mixtures. First, the aggregates and bitumen emulsion mixing temperatures and mixing times were determined. Subsequently, volumetric properties, water resistance, resilient modulus, and resistance to permanent deformation were determined. All the samples were manufactured using Marshall compaction. The results indicate that it was possible to dose HWMA made with 55% RCA. The mixture exhibited increased bitumen consumption when compared to that of the control mixture (0% RCA) as well as increased air void content, increased stripping potential, less stiffness, and increased rutting potential. Nevertheless, the results satisfy the required conditions for low-traffic volume roads.es_ES
dc.description.sponsorshipMinisterio de Economía y Competitividad. MINECO; BIA2013-47987-C3-2-Res_ES
dc.identifier.citationPasandín, A.R., Pérez, I., Caamaño, L., Pérez-Barge, N., & Gómez-Meijide, B. (2018). Feasibility of using recycled concrete aggregates for half-warm mix asphalt. Materials and Structures 51(4), 81.es_ES
dc.identifier.doi10.1617/s11527-018-1212-1
dc.identifier.urihttp://hdl.handle.net/2183/22415
dc.language.isoenges_ES
dc.publisherSpringeres_ES
dc.relation.urihttps://doi.org/10.1617/s11527-018-1212-1es_ES
dc.rights.accessRightsopen accesses_ES
dc.subjectHalf-warm mix asphaltes_ES
dc.subjectRecycled concrete aggregatees_ES
dc.subjectStripping potentiales_ES
dc.subjectStiffnesses_ES
dc.subjectPermanent deformationes_ES
dc.titleFeasibility of Using Recycled Concrete Aggregates for Half-Warm mix Asphaltes_ES
dc.typejournal articlees_ES
dspace.entity.typePublication
relation.isAuthorOfPublicationae8009ce-ee07-45e8-97cc-42019b86aace
relation.isAuthorOfPublication58ff9381-054f-4d51-b9eb-603417f0d262
relation.isAuthorOfPublicationedb1a12b-be9e-497d-b1b9-cc59cd61e775
relation.isAuthorOfPublication.latestForDiscoveryae8009ce-ee07-45e8-97cc-42019b86aace

Files

Original bundle

Now showing 1 - 1 of 1
Loading...
Thumbnail Image
Name:
Pasandin_AR_2018_Feasibility_using_recycled.pdf
Size:
543.75 KB
Format:
Adobe Portable Document Format
Description: