Utilize este identificador para referenciar este registo: http://hdl.handle.net/1822/43193

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dc.contributor.authorFernandes, Sara Raquel Marquespor
dc.contributor.authorSilva, Hugo Manuel Ribeiro Dias dapor
dc.contributor.authorOliveira, Joelpor
dc.contributor.authorPalha, Carlos Alberto Oliveira Fernandespor
dc.contributor.authorPereira, Paulo A. A.por
dc.date.accessioned2016-11-30T12:10:13Z-
dc.date.issued2016-07-
dc.identifier.citationFernandes S., Silva H. M. R. D., Oliveira J. R. M., Palha C., Pereira P. CASE STUDY ON PREMATURE CRACKING OF AN ASPHALT PAVEMENT WITH RESIN BONDED COATING, 8th International Conference on Maintenance and Rehabilitation of Pavements and Technological Control, 2016-
dc.identifier.isbn9789811104497por
dc.identifier.urihttp://hdl.handle.net/1822/43193-
dc.description.abstractNowadays, apart from the mechanical performance demands for road pavements, other characteristics, such as road safety and landscape valorisation are also required. In order to improve those properties, microthin coatings can be applied to improve skid resistance and also to alert drivers to high risk areas. However, the conditions under which these solutions could be applied need to evaluated, in order to assure their durability and avoid consequent problems in the mechanical behaviour of the pavement. Thus, the aim of this case study is to evaluate the possible causes of premature and severe cracking observed in an asphalt pavement with microthin resin bonded surfacing, just a few months after the pavement construction, although it is not being subjected to traffic loads. In order to accomplish this goal, boreholes were initially excavated to define the pavement structure and collect undisturbed samples of pavement and subgrade materials. Then, all those materials were characterized and the possible causes of cracking were studied taking into account the results obtained. From this work, it can be concluded that the variable deformations of the pavement due to the subgrade expansion are compatible with the deformations and cracking observed in the pavement surface. In spite of its high antiskid characteristics, the resin bonded surface should not be used in asphalt pavements built over subgrades sensitive to water variations and/or with low bearing capacity.por
dc.description.sponsorship(undefined)por
dc.language.isoengpor
dc.publisherResearch Publishingpor
dc.rightsrestrictedAccesspor
dc.subjectCase studypor
dc.subjectCrackingpor
dc.subjectResin bonded surfacingpor
dc.subjectAsphalt mixtures propertiespor
dc.subjectSubgrade propertiespor
dc.titleCase study on premature cracking of an asphalt pavement with resin bonded coatingpor
dc.typeconferencePaper-
dc.peerreviewedyespor
dc.commentshttp://ctac.uminho.pt/node/2408por
dc.publicationstatusinfo:eu-repo/semantics/publishedVersionpor
sdum.event.date27 - 29 Jul. 2016por
sdum.event.typeconferencepor
degois.publication.firstPage1por
degois.publication.lastPage10por
degois.publication.locationSingaporepor
degois.publication.title8th International Conference on Maintenance and Rehabilitation of Pavements (Mairepav8)por
dc.date.updated2016-11-22T18:03:05Z-
dc.identifier.doi10.3850/978-981-11-0449-7-122-cdpor
sdum.conferencePublication8th International Conference on Maintenance and Rehabilitation of Pavements (Mairepav8)por
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