Research Article
Feb 1972
Structural Design of Concrete Pavement by Computer
Publication: Transportation Engineering Journal of ASCE
Volume 98, Issue 1
Abstract
A computer program is developed for providing quick and accurate selection of structural thickness of concrete pavements of streets, roads and highways. The input variables include the modulus of subgrade reaction, load safety factor, the 28-day concrete modulus of rupture, design truck information and an estimated beginning trial thickness. From the mentioned variables the proper stress table in the computer file is determined. Stress for maximum tandem load, and the stress ratio between stress and the modulus of rupture are then found. Further calculations determine the fatigue resistance used by the applied axial load. The program cycles the calculations to thicker of thinner pavement sections, and reports the recommended design thickness.
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Information
Published In
Transportation Engineering Journal of ASCE
Volume 98 • Issue 1 • February 1972
Pages: 1 - 16
Copyright
© 1972 American Society of Civil Engineers.
History
Published in print: Feb 1972
Published online: Feb 5, 2021
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Authors
Affiliations
Cloyd E. Warnes, M.ASCE
Regional Mgr., Rocky Mountain- Northwest Region, Portland Cement Assoc., Denver, Colo.
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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.