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Title: LABORATORY FLEXURAL-FATIGUE TESTING OF ASPHALT-CONCRETE WITH EMPHASIS ON COMPOUND-LOADING TESTS
Accession Number: 00210643
Record Type: Component
Abstract: THAT ASPHALT-CONCRETE PAVEMENT SURFACES CAN EXHIBIT FATIGUE DISTRESS IN SERVICE, HAS PROMPTED THE INVESTIGATION OF SEVERAL LABORATORY INVESTIGATIONS CONCERNED WITH THE PHENOMENOLOGICAL FATIGUE BEHAVIOR OF ASPHALT-CONCRETE TEST SPECIMENS. IN THIS INVESTIGATION EMPHASIS IS PLACED ON THE COMPOUND-LOADING FATIGUE BEHAVIOR, THAT IS, THE FATIGUE BEHAVIOR DERIVED FROM THE APPLICATION OF MORE THAN ONE STRESS LEVEL TO ANY PARTICULAR SPECIMEN. SUCH MULTILEVEL LOADING IS MEANT TO SIMULATE TO A LIMITED EXTENT THE DIVERSE SPECTRUM OF VEHICULAR STRESSES APPLIED TO A POINT IN THE PAVEMENT SURFACE. LABORATORY EQUIPMENT WAS DEVELOPED THROUGH WHICH SEQUENCE, REPEATED-BLOCK, AND RANDOM LOAD HISTORIES CAN BE APPLIED TO BEAM SPECIMENS. A MODIFICATION OF THE LINEAR SUMMATION OF CYCLE RATIOS HYPOTHESIS /MINERS HYPOTHESIS/ WAS FOUND TO BE APPLICABLE FOR PREDICTING THE ARITHMETIC-MEAN FRACTURE LIVES OF THE TEST SPECIMENS FOR BOTH REPEATED-BLOCK AND RANDOM LOADING. /AUTHOR/
Supplemental Notes: Paper sponsored by Committee on Bituminous Properties of Bituminous Mixtures and presented at the 45th Annual Meeting. 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
Monograph Title: Monograph Accession #: 01410110
Authors: Deacon, John AMonismith, Carl LPagination: pp 1-31
Publication Date: 1967
Serial: Media Type: Print
Features: Figures
(1)
; References
(53)
; Tables
(13)
TRT Terms: Uncontrolled Terms: Old TRIS Terms: Subject Areas: Construction; Data and Information Technology; Highways; Materials; Pavements
Files: TRIS, TRB
Created Date: Sep 15 1994 12:00AM
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