LABORATORY TESTING FOR USE IN THE PREDICTION OF RUTTING IN ASPHALT PAVEMENTS
Increasing interest in methods for the quantitative prediction of rutting in asphalt pavements requires that particular attention be given to relevant laboratory materials testing. The major tools for such testing are the repeated load triaxial test and the creep test. This paper discusses experimental aspects of the repeated load triaxial test in some detail. Particular attention is given to stress application systems and the measurement of load and deformation. Where appropriate, the particular requirements of different materials are considered. In addition to the test techniques described in the literature, several novel features of recent research at the University of Nottingham are described.
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/isbn/0309025958
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Supplemental Notes:
- Publication of this paper sponsored by Committee on Strength and Deformation Characteristics of Pavement Sections. 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
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Authors:
- BROWN, S F
- Publication Date: 1976
Media Info
- Media Type: Print
- Features: Figures; Photos; References;
- Pagination: pp 22-27
- Monograph Title: Soil mechanics: rutting in asphalt pavements, embankments on varved clays and foundations
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Serial:
- Transportation Research Record
- Issue Number: 616
- Publisher: Transportation Research Board
- ISSN: 0361-1981
Subject/Index Terms
- TRT Terms: Accelerated tests; Asphalt pavements; Creep tests; Forecasting; Laboratory tests; Loads; Materials tests; Measurement; Repeated loads; Ruts (Pavements); Triaxial shear tests
- Uncontrolled Terms: Rut
- Subject Areas: Geotechnology; Highways; Pavements;
Filing Info
- Accession Number: 00162991
- Record Type: Publication
- ISBN: 0309025958
- Files: TRIS, TRB
- Created Date: Oct 13 1977 12:00AM