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Bearing capacity and structural classification of flexible airport pavements

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dc.contributor.author Loizos, A en
dc.contributor.author Charonitis, G en
dc.date.accessioned 2014-03-01T01:19:56Z
dc.date.available 2014-03-01T01:19:56Z
dc.date.issued 2004 en
dc.identifier.issn 0733-947X en
dc.identifier.uri https://dspace.lib.ntua.gr/xmlui/handle/123456789/15777
dc.subject Airport runways en
dc.subject Bearing capacity en
dc.subject Pavement management en
dc.subject Performance evaluation en
dc.subject.classification Engineering, Civil en
dc.subject.classification Transportation Science & Technology en
dc.subject.other Aircraft en
dc.subject.other Bearing capacity en
dc.subject.other Correlation methods en
dc.subject.other Flexible structures en
dc.subject.other Structural loads en
dc.subject.other Aircraft loads en
dc.subject.other Structural classification en
dc.subject.other Pavements en
dc.subject.other airport en
dc.subject.other bearing capacity en
dc.subject.other classification en
dc.subject.other pavement en
dc.title Bearing capacity and structural classification of flexible airport pavements en
heal.type journalArticle en
heal.identifier.primary 10.1061/(ASCE)0733-947X(2004)130:1(34) en
heal.identifier.secondary http://dx.doi.org/10.1061/(ASCE)0733-947X(2004)130:1(34) en
heal.language English en
heal.publicationDate 2004 en
heal.abstract Due to the large variety in aircraft types and loads, the use of a comprehensive rating system for the aircraft loads and the bearing capacity of the pavements has been an obligation of airport authorities. Among the major features of such classification systems is their relation to the structural performance and the bearing capacity of pavements. However, implementation of today's official rating system, the aircraft classification number-pavement classification number developed by the International Civil Aviation Organization, has shown that in many cases, it is difficult to incorporate the information given by modern procedures currently used for the analysis and evaluation of performance of airfield pavements. The reporting often fails to reflect the actual bearing capacity of the pavement within the high standards set by several modern approaches used for airport pavement design and evaluation. In this work, an attempt to improve the correlation of pavement strength reporting with the bearing capacity is presented and discussed. en
heal.publisher ASCE-AMER SOC CIVIL ENGINEERS en
heal.journalName Journal of Transportation Engineering en
dc.identifier.doi 10.1061/(ASCE)0733-947X(2004)130:1(34) en
dc.identifier.isi ISI:000187941400005 en
dc.identifier.volume 130 en
dc.identifier.issue 1 en
dc.identifier.spage 34 en
dc.identifier.epage 42 en


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