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dc.contributor.authorGonzalo Orden, Hernán 
dc.contributor.authorLinares Unamunzaga, Alaitz 
dc.contributor.authorPérez Acebo, Heriberto
dc.contributor.authorDíaz Minguela, Jesús
dc.date.accessioned2023-04-20T12:11:01Z
dc.date.available2023-04-20T12:11:01Z
dc.date.issued2019-07
dc.identifier.urihttp://hdl.handle.net/10259/7655
dc.description.abstractRoad maintenance and rehabilitation are expected to meet modern society’s demands for sustainable development. Full-depth reclamation with cement as a binder is closely linked to the concept of sustainability. In addition to the environmental benefits of reusing the existing pavement as aggregate, this practice entails significant technical and economic advantages. In Spain, in the absence of tests specifically designed to determine the behavior of recycled pavements stabilized with cement, these materials are treated as soil-cement or cement-bound granular material. This assumption is not entirely accurate, because this recycled pavement contains some bituminous elements that reduce its stiffness. This study aimed to obtain the relationships between flexural strength (FS) and the parameters that describe the pavement behavior (long-term unconfined compressive strength (UCS) and indirect tensile strength (ITS)) and compare the findings with the relationships between these parameters in soil-cement and cement-bound granular materials. The results showed that the similar behavior hypothesis is not entirely accurate for recycled pavements stabilized with cement, because they have lower strength values—although, this is not necessarily an indication of poorer performance.en
dc.description.sponsorshipThe authors are grateful to the Education Council of Castilla y León for the funds received for project number BU009A06 and UB 07/03.en
dc.format.mimetypeapplication/pdf
dc.language.isoenges
dc.publisherMDPIen
dc.relation.ispartofApplied Sciences. 2019, V. 9, n. 15, 3055en
dc.rightsAtribución 4.0 Internacional*
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/*
dc.subjectFull-depth reclamationen
dc.subjectRecyclingen
dc.subjectPavement rehabilitationen
dc.subjectCement-treated materialsen
dc.subjectBase materialsen
dc.subjectUnconfined compressive strengthen
dc.subjectFlexural strengthen
dc.subjectSplitting tensile strengthen
dc.subjectIndirect tensile strengthen
dc.subject.otherIngeniería civiles
dc.subject.otherCivil engineeringen
dc.subject.otherMateriales de construcciónes
dc.subject.otherBuilding materialsen
dc.titleAdvances in the Study of the Behavior of Full-Depth Reclamation (FDR) with Cementen
dc.typeinfo:eu-repo/semantics/articlees
dc.rights.accessRightsinfo:eu-repo/semantics/openAccesses
dc.relation.publisherversionhttps://doi.org/10.3390/app9153055es
dc.identifier.doi10.3390/app9153055
dc.relation.projectIDinfo:eu-repo/grantAgreement/Junta de Castilla y León//BU009A06//Estudio del comportamiento de los firmes reciclados in situ con cemento en Castilla y León como método sostenible en la conservación de carreteras/es
dc.relation.projectIDinfo:eu-repo/grantAgreement/Junta de Castilla y León//UB 07%2F03/es
dc.identifier.essn2076-3417
dc.journal.titleApplied Sciencesen
dc.volume.number9es
dc.issue.number15es
dc.type.hasVersioninfo:eu-repo/semantics/publishedVersiones


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