Chapter
Jun 4, 2021
Airfield Pavement Overloading and Current Practice
Authors: Andreas Loizos [email protected], Angeliki Armeni [email protected], and Christina Plati [email protected]Author Affiliations
Publication: Airfield and Highway Pavements 2021
ABSTRACT
Airfield pavements are one of the most important airport assets. Among them, fundamental function is the ability to provide sufficient load-carrying capacity of the expected traffic, which helps to ensure the uninterrupted operation of airport facilities. However, several airfield pavements often face the challenge of either serving aircraft types that have not been considered during the initial pavement design, or aircraft, although considered during the design, but exhibiting more operations than the ones foreseen. In these cases, the current airfield pavement overloading ICAO guidance is usually implemented. With this in mind, the present paper aims to make an interpretation of the current practical overloading criterion, through the implementation of recent Federal Aviation Administration (FAA) airfield pavement evaluation techniques. The analysis indicated that there may be a significant impact on pavement damage due to overloading, which must be considered when overloading practices are implemented.
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REFERENCES
Carpenter, S. H., and Shen, S. (2007). Development of an asphalt fatigue model based on energy models. Asphalt Paving Technology: Association of Asphalt Paving Technologists-Proceedings of the Technical Sessions.
Federal Aviation Administration (FAA). (2014). Standardized method of reporting airport pavement strength-PCN, U.S. Department of Transportation.
Federal Aviation Administration (FAA). (2016). Airport Pavement Design and Evaluation, U.S. Department of Transportation.
Federal Aviation Administration Rigid and Flexible Iterative Elastic Layer Design program (FAARFIELD). (2017). Version 1.42.
International Civil Aviation Organization (ICAO). (1983). Aerodrome Design Manual (Part 3-Pavements), ICAO Publications.
Loizos, A., Armeni, A., and Cliatt, B. (2017). Why can’t the PCN index be uniquely defined. Proceedings of the 10th International Conference on the Bearing Capacity of Roads, Railways and Airfields (BCRRA), Athens, Greece.
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© 2021 American Society of Civil Engineers.
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Published online: Jun 4, 2021
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1Dept. of Transportation Planning and Engineering, National Technical Univ. of Athens, Greece. Email: [email protected]
2Laboratory of Pavement Engineering, National Technical Univ. of Athens, Greece. Email: [email protected]
3Laboratory of Pavement Engineering, National Technical Univ. of Athens, Greece. Email: [email protected]
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