THE PRINCIPLE OF SUPERPOSITION IN PAVEMENT ANALYSIS

THE PRINCIPLE OF SUPERPOSITION WAS USED IN ANALYSIS OF INSTRUMENTATION DATA OBTAINED IN TEST SECTIONS CONSTRUCTED AT THE WATERWAYS EXPERIMENT STATION. INCLUDED WERE HOMOGENEOUS SAND AND CLAYEY SILT TEST SECTIONS UNDER PLATE LOADS AND THE MILTIPLE-WHEEL HEAVY GEAR LOAD FLEXIBLE PAVEMENT TEST SECTIONS UNDER SINGLE-AND MULTIPLE-WHEEL LOADS . IT IS FOUND THAT THE PRINCIPLE OF SUPERPOSITION IS APPROXIMATELY VALID, INDICATING LINEAR THEORY IS NOT UNREASONABLE IN APPLICATION TO PAVEMENT ANALYSIS, ALTHOUGH LABORATORY TESTS HAVE DEFINITELY PROVED PAVEMENT MATERIALS BEHAVE NONLINEARLY UNDER LOADS. THE AUTHORS CANNOT ANSWER THE PROBLEM; THE CENTRAL PURPOSE OF THIS PAPER IS TO STIMULATE DISCUSSIONS BY OTHER RESEARCHERS THAT WILL AID IN PAVEMENT ANALYSIS.

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    • Publication of this paper sponsored by Committee on Theory of Pavement Design. Distribution, posting, or copying of this PDF is strictly prohibited without written permission of the Transportation Research Board of the National Academy of Sciences. Unless otherwise indicated, all materials in this PDF are copyrighted by the National Academy of Sciences. Copyright © National Academy of Sciences. All rights reserved.
  • Authors:
    • Ahlvin, R G
    • Hutchinson, R L
    • Chou, Y T
  • Discussers:
    • Rafiroiu, M
  • Conference:
  • Publication Date: 1973

Media Info

  • Media Type: Digital/other
  • Features: Figures; References;
  • Pagination: pp 153-162
  • Monograph Title: Pavement systems analyses
  • Serial:

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Filing Info

  • Accession Number: 00207627
  • Record Type: Publication
  • ISBN: 0309022509
  • Files: TRIS, TRB
  • Created Date: May 15 1974 12:00AM