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Numerical Simulation of the Stiffness Evolution With Curing of Pavement Sections Rehabilitated Using Cold In-Place Recycling Technology
dc.contributor.author | Orosa, Pablo | |
dc.contributor.author | Medina-Rodríguez, Luis | |
dc.contributor.author | Fernández Ruiz, Jesús | |
dc.contributor.author | Pérez Pérez, Ignacio | |
dc.contributor.author | Pasandín, A.R. | |
dc.date.accessioned | 2022-04-19T14:52:34Z | |
dc.date.available | 2022-04-19T14:52:34Z | |
dc.date.issued | 2022 | |
dc.identifier.citation | P. Orosa, L. Medina, J. Fernández-Ruiz, I. Pérez, A.R. Pasandín. (2022). Numerical simulation of the stiffness evolution with curing of pavement sections rehabilitated using cold in-place recycling technology. Construction and Building Materials, v.335, 127487. https://doi.org/10.1016/j.conbuildmat.2022.127487 | es_ES |
dc.identifier.uri | http://hdl.handle.net/2183/30485 | |
dc.description | Financiado para publicación en acceso aberto: Universidade da Coruña/CISUG | es_ES |
dc.description.abstract | [Abstract] Cold in-place recycling (CIR) technologies are becoming one of the main bets in the road sector to promote the reduction of greenhouse gas emissions. This technique also contributes to the circular economy, reusing 100% of the RAP from worn roads. In this research, numerical simulations of CIR sections are presented. The nonlinear behaviour of the CIR-base material is modelled using three predictive models based on triaxial test results. Variations in the performance depending on the type of subbase, the curing of the CIR-base material and its thickness, and the effect of the wearing-course were analysed. The response of the sections with unbound granular subbase proved to be very sensitive to variations in the parameters studied, and the increase in CIR base thickness was beneficial, while the opposite occurred with a cement-treated subbase. | es_ES |
dc.description.sponsorship | The authors would like to acknowledge funding for the project BIA2016-80317-R from the Spanish Ministry of Economy and Competitiveness (MINECO), with an associated pre-doctoral scholarship for the training of research workers (FPI) BES-2017-079633. An special acknowledgement to the Universidade da Coruña/ CISUG for funding Elsevier’s open access charge | |
dc.language.iso | eng | es_ES |
dc.publisher | Elsevier | es_ES |
dc.relation | info:eu-repo/grantAgreement/AEI/Plan Estatal de Investigación Científica y Técnica y de Innovación 2013-2016/BIA2016-80317-R/ES/COMPORTAMIENTO MECANICO DE MEZCLAS ASFALTICAS RECICLADAS IN SITU CON EMULSION BITUMINOSA Y SU IMPACTO EN EL DIMENSIONAMIENTO DE FIRMES: INVESTIGACION DEL PERIODO DE MADURACION/ | |
dc.relation | info:eu-repo/grantAgreement/AEI/Plan Estatal de Investigación Científica y Técnica y de Innovación 2017-2020/BES-2017-079633/ES/COMPORTAMIENTO MECANICO DE MEZCLAS ASFALTICAS RECICLADAS IN SITU CON EMULSION BITUMINOSA Y SU IMPACTO EN EL DIMENSIONAMIENTO DE FIRMES: INVESTIGACION DEL PERIODO DE MADURACION/ | |
dc.relation.uri | https://doi.org/10.1016/j.conbuildmat.2022.127487 | es_ES |
dc.rights | Atribución-NoComercial-SinDerivadas 4.0 Internacional (CC BY-NC-ND 4.0) | es_ES |
dc.rights.uri | https://creativecommons.org/licenses/by-nc-nd/4.0/ | * |
dc.subject | 3D numerical model | es_ES |
dc.subject | Cold in-place recycling (CIR) | es_ES |
dc.subject | Bitumen stabilised material (BSM) | es_ES |
dc.subject | Reclaimed asphalt pavement (RAP) | es_ES |
dc.subject | Bitumen emulsion | es_ES |
dc.subject | Triaxial testing | es_ES |
dc.subject | Nonlinear elastic behaviour | es_ES |
dc.subject | Rutting | es_ES |
dc.title | Numerical Simulation of the Stiffness Evolution With Curing of Pavement Sections Rehabilitated Using Cold In-Place Recycling Technology | es_ES |
dc.type | info:eu-repo/semantics/article | es_ES |
dc.rights.access | info:eu-repo/semantics/openAccess | es_ES |
UDC.journalTitle | Construction and Building Materials | es_ES |
UDC.volume | 335 | es_ES |
UDC.startPage | 127487 | es_ES |
dc.identifier.doi | 10.1016/j.conbuildmat.2022.127487 |
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