Quality control of cold-in place recycled asphalt pavement using non-destructive tests

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dc.contributor.author Loizos, A en
dc.contributor.author Papavasiliou, V en
dc.contributor.author Plati, C en
dc.date.accessioned 2014-03-01T02:51:47Z
dc.date.available 2014-03-01T02:51:47Z
dc.date.issued 2008 en
dc.identifier.uri https://dspace.lib.ntua.gr/xmlui/handle/123456789/35650
dc.relation.uri http://www.scopus.com/inward/record.url?eid=2-s2.0-79952284800&partnerID=40&md5=170afa8a2a706a84998a8d7ca4385dc2 en
dc.subject.other Back-analysis en
dc.subject.other Composite modulus en
dc.subject.other Data analysis en
dc.subject.other Early life en
dc.subject.other Falling weight deflectometers en
dc.subject.other Field experiment en
dc.subject.other Foamed asphalt en
dc.subject.other Ground penetrating radars en
dc.subject.other In-place recycling en
dc.subject.other In-situ en
dc.subject.other Non destructive testing en
dc.subject.other Non-destructive test en
dc.subject.other Pavement layer en
dc.subject.other Pavement rehabilitation en
dc.subject.other Recycled asphalt pavement en
dc.subject.other Rehabilitated pavements en
dc.subject.other Research studies en
dc.subject.other Technical universities en
dc.subject.other Asphalt en
dc.subject.other Asphalt pavements en
dc.subject.other Data reduction en
dc.subject.other Ground penetrating radar systems en
dc.subject.other Highway engineering en
dc.subject.other Nanocomposite films en
dc.subject.other Nondestructive examination en
dc.subject.other Recycling en
dc.subject.other Roads and streets en
dc.subject.other Quality control en
dc.title Quality control of cold-in place recycled asphalt pavement using non-destructive tests en
heal.type conferenceItem en
heal.publicationDate 2008 en
heal.abstract The cold-in place recycling technique (CIR) using foamed asphalt and cement was used for the pavement rehabilitation of a heavily trafficked highway. In order to investigate the quality of the rehabilitated pavement during its early life, the Laboratory of Highway Engineering of the National Technical University of Athens (NTUA) undertook a field experiment. In-situ nondestructive testing (NDT) and a data analysis research study was conducted on a trial section using both the Falling Weight Deflectometer (FWD) and Ground Penetrating Radar (GPR). According to the data analysis results, GPR is a useful tool for backanalysis during early life of the pavement, when in-situ thickness data may not be available. Furthermore, the composite modulus of the pavement layers proved to be a practical indicator that gives important information about the condition of the newly constructed layers in terms of quality control of the rehabilitated pavement. © 2008 Taylor & Francis Group, London. en
heal.journalName Efficient Transportation and Pavement Systems: Characterization, Mechanisms, Simulation, and Modeling - Proceedings of the 4th International Gulf Conference on Roads en
dc.identifier.spage 653 en
dc.identifier.epage 662 en

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