RUTTING PREDICTION IN ASPHALT CONCRETE PAVEMENTS
The state-of-the-art paper summarizes a number of procedures to either limit rutting to some specific amount or to estimate the expected quantity from repetitive traffic loading. Two methods are suggested for estimating permanent deformation from long-term loading. From a design standpoint, the procedue for limiting the rutting to some prescribed amount that is based on a limiting subgrade strain criterion is the procedure that could be used with more confidence since these criteria have been developed from analysis of existing design procedures and field trials. On the other hand, the methodology described for the estimation of the actual amount of rutting from laboratory repeated load or creep tests and either elastic or viscoelastic layered theory will require field documentation before it can be used with confidence. Nevertheless, such procedures can be used to compare alternatives in design by making rutting estimates for pavements made of different materials. /Author/
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- Summary URL:
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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:
- Monismith, C L
- Publication Date: 1976
Media Info
- Media Type: Print
- Features: Figures; References; Tables;
- Pagination: pp 2-8
- 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; Beaches; Deformation; Erosion; Forecasting; Pavement design; Pavements; Repeated loads; State of the art studies; Subgrade (Pavements); Traffic loads
- Old TRIS Terms: Beach erosion
- Subject Areas: Freight Transportation; Geotechnology; Highways; Pavements;
Filing Info
- Accession Number: 00162988
- Record Type: Publication
- ISBN: 0309025958
- Files: TRIS, TRB
- Created Date: Oct 13 1977 12:00AM