PREDICTION OF FLEXIBLE PAVEMENT DEFLECTIONS FROM LABORATORY REPEATED-LOAD TESTS

RESEARCH IS REPORTED WHICH CONSTITUTES SIGNIFICANT PROGRESS TOWARD THE UNDERSTANDING OF PAVEMENT BEHAVIOR WITH REGARD TO FATIGUE CRACKING OF BITUMINOUS SURFACES SUBJECTED TO MANY REPETITIONS OF HEAVY LOADS. A THOROUGH REVIEW IS PRESENTED OF EXISTING INFORMATION ON THE RESILIENT CHARACTERISTICS OF FINE-GRAINED SUBGRADE SOILS, GRANULAR BASED MATERIALS, AND BITUMINOUS SURFACE COURSES. SUGGESTED METHODS FOR PREDICTING DEFLECTIONS OF BITUMINOUS PAVEMENTS FROM LABORATORY REPEATED-LOAD TESTS ARE DEVELOPED. TEST DATA FROM FIELD TESTS ON PROTOTYPE PAVEMENTS AND LABORATORY TESTS ON THE COMPONENTS OF THESE PAVEMENTS ARE USED TO DEMONSTRATE THE APPLICABILITY OF THE PROPOSED METHODS.

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  • Supplemental Notes:
    • No 35, 117 PP, 112 FIG, 21 TAB, 81 REF, 3 APP. 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:
    • Seed, H B
    • Mitry, F G
    • Monismith, C L
    • CHAN, C K
  • Publication Date: 1967

Media Info

  • Media Type: Digital/other
  • Serial:
    • NCHRP Report
    • Issue Number: 35
    • Publisher: Transportation Research Board
    • ISSN: 0077-5614

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Filing Info

  • Accession Number: 00205501
  • Record Type: Publication
  • Files: TRIS, ATRI
  • Created Date: Dec 29 1994 12:00AM