Research Article
Jan 1963
Strength of Prestressed Concrete Pavements
Author: Yutaka OsawaAuthor Affiliations
Publication: Transactions of the American Society of Civil Engineers
Volume 128, Issue 2
Abstract
A theoretical method is developed for determining the distribution of stresses and deflections in prestressed concrete pavements beyond conditions to which the elastic theory is applicable. The method is limited to a load applied at an interior position of a slab supported by a dense liquid foundation and prestressed equally in the longitudinal and transverse directions. By use of this method, the magnitude of load causing top surface cracking and the location of this cracking can be predicted.
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Published In
Transactions of the American Society of Civil Engineers
Volume 128 • Issue 2 • January 1963
Pages: 607 - 628
Copyright
© 1963 American Society of Civil Engineers.
History
Published in print: Jan 1963
Published online: Feb 10, 2021
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Authors
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Yutaka Osawa
Asst. Prof., Earthquake Research Inst., Tokyo Univ.; formerly, Visiting Engr., Portland Cement Assn., Research and Development Labs., Skokie, Ill.
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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.