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contributor authorA. Loizos
contributor authorG. Charonitis
date accessioned2017-05-08T21:04:22Z
date available2017-05-08T21:04:22Z
date copyrightJanuary 2004
date issued2004
identifier other%28asce%290733-947x%282004%29130%3A1%2834%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/37579
description abstractDue 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.
publisherAmerican Society of Civil Engineers
titleBearing Capacity and Structural Classification of Flexible Airport Pavements
typeJournal Paper
journal volume130
journal issue1
journal titleJournal of Transportation Engineering, Part A: Systems
identifier doi10.1061/(ASCE)0733-947X(2004)130:1(34)
treeJournal of Transportation Engineering, Part A: Systems:;2004:;Volume ( 130 ):;issue: 001
contenttypeFulltext


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