Research Article
Nov 1973
Design and Evaluation of Aircraft Pavements—1971
Publication: Transportation Engineering Journal of ASCE
Volume 99, Issue 4
Abstract
A system has been evolved by which any aircraft may be assigned a numerical value, dependent on the aircraft weight, tire pressure, and number and spacing of its wheels. Procedures for the design of supporting structures are given that theoretically relate construction thickness, subgrade strength, and pavement stress with the same scale used to evaluate aircraft. Analogs represent from experience the construction which best meets the different functional requirements of the various areas of pavement which make up an aerodrome. Pavement evaluation is carried out in reverse of the design procedure. Guidance material is given for the application of the system by aerodrome authorities and aircraft operators for unlimited, occasional, and emergency categories of usage. The system described not only imparts this knowledge but does so without recourse to a confusion of technical parameters. Furthermore, it overcomes the limitations of the current recommended procedures of the International Civil Aviation Organization (ICAO).
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Information
Published In
Transportation Engineering Journal of ASCE
Volume 99 • Issue 4 • November 1973
Pages: 785 - 799
Copyright
© 1973 American Society of Civil Engineers.
History
Published in print: Nov 1973
Published online: Feb 5, 2021
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Authors
Affiliations
Frederick R. Martin
Dir., Directorate of Social and Research Services, Property Services Agency, Dept. of the Environment, Croydon, U.K.
Raymond F. A. Judge
Head of Aircraft Pavements Br., Directorate of Civ. Engrg. Development, Property Services Agency, Dept. of the Environment, Croydon, U.K.
Maurice B. Chammings
Sr. Civ. Engr., Directorate of Civ. Engrg. Development, Property Services Agency, Dept. of the Environment, Croydon, U.K.
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.