HEAL DSpace

Assessment and upgrading of in-service heavy duty pavements to long life

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dc.contributor.author Loizos, A en
dc.date.accessioned 2014-03-01T01:23:39Z
dc.date.available 2014-03-01T01:23:39Z
dc.date.issued 2006 en
dc.identifier.issn 10298436 en
dc.identifier.uri https://dspace.lib.ntua.gr/xmlui/handle/123456789/17063
dc.subject Assessment en
dc.subject Cores en
dc.subject Deflection en
dc.subject FWD en
dc.subject Long-life pavement en
dc.subject Moduli en
dc.subject.other Crack propagation en
dc.subject.other Cracks en
dc.subject.other Deflection (structures) en
dc.subject.other Elastic moduli en
dc.subject.other Highway engineering en
dc.subject.other Maintenance en
dc.subject.other Assessment en
dc.subject.other Cores en
dc.subject.other Four Wheel Drive (FWD) en
dc.subject.other Long-life pavements (LLP) en
dc.subject.other Moduli en
dc.subject.other Pavements en
dc.title Assessment and upgrading of in-service heavy duty pavements to long life en
heal.type journalArticle en
heal.identifier.primary 10.1080/10298430600627045 en
heal.identifier.secondary http://dx.doi.org/10.1080/10298430600627045 en
heal.publicationDate 2006 en
heal.abstract The context of long-life pavements (LLP) is winning specific international interest the last years; especially in regards to the upgrading of existing pavements to LLP, which constitutes the main focus of the present research study. For this reason, a detailed assessment of the in situ condition of a heavy-duty highway pavement was performed, based on a comprehensive long-term monitoring approach of its structural performance. The main distress mode of the investigated pavement was cracking in the pavement surface. It is shown that the originally designed pavement could be classified as an upgradeable long lasting one and transferred into a context of a full long-life pavement. en
heal.journalName International Journal of Pavement Engineering en
dc.identifier.doi 10.1080/10298430600627045 en
dc.identifier.volume 7 en
dc.identifier.issue 2 en
dc.identifier.spage 133 en
dc.identifier.epage 144 en


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