Aplicação de métodos de dimensionamento de pavimentos aeroportuários da FAA ao Aeroporto Internacional Presidente Juscelino Kubitschek
DOI:
https://doi.org/10.14295/transportes.v25i4.1180Keywords:
Airport Pavement, Design, FAARFIELD.Abstract
This article addresses the design of the flexible pavement runway 11R/29L of the International Airport Presidente Juscelino Kubitschek using the design procedures of the Federal Aviation Administration (FAA) published at the AC 150/5320-6D, in 1995, and at the AC 150/5320-6E, in 2009, considering the original design air traffic and that updated to the year 2013. It was possible to observe the sensibility of the FAA 2009 procedure in resulting on structures more reliable for the solicitations of the air traffic considered. Based on the results obtained, it was possible to observe: (i) the design thickness obtained with the use of the FAA 2009 procedure, for the same design air traffic, resulted is 10 cm lower than that determined with the use of FAA 1995 procedure; (ii) the design thickness determined using the FAA 1995 procedure, and the current air traffic was 2.5 cm higher than that determined using the original design air traffic; and (iii) for the current air traffic, the design thickness determined using the FAA 2009 procedure was 21.5 cm lower than that obtained with the use of the FAA 1995 procedure.Downloads
References
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