OVERLAY THICKNESS DESIGN USING ROLLING WHEEL DEFLECTION RATIO AND CBR THICKNESS FORMULA
The thickness design formula of the California bearing ratio method is used, in conjunction with the common inverse proportionality between pavement life and some power of the surface deflection recoverable under a rolling wheel, to determine the required overlay thickness for an existing flexible pavement. The proposed procedure is compared with other know methods. It has the advantage of including the effects of equivalent single-wheel load and tire inflation pressure as well as the important parameter of subgrade strength, which do not figure in the other methods.
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/isbn/0309036208
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Supplemental Notes:
- Publication of this paper sponsored by Committee on Pavement Rehabilitation. 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:
- Shklarsky, E
- Publication Date: 1983
Media Info
- Media Type: Print
- Features: Figures; References;
- Pagination: pp 83-85
- Monograph Title: Pavement design, performance, and rehabilitation
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Serial:
- Transportation Research Record
- Issue Number: 930
- Publisher: Transportation Research Board
- ISSN: 0361-1981
Subject/Index Terms
- TRT Terms: California bearing ratio; Deflection; Flexible pavements; Inflation; Overlays (Pavements); Pavements; Service life; Subgrade (Pavements); Thickness; Tire pressure; Tires; Wheel loads
- Old TRIS Terms: Pavement deflection; Pavement life
- Subject Areas: Design; Highways; Materials; Pavements; Vehicles and Equipment; I22: Design of Pavements, Railways and Guideways;
Filing Info
- Accession Number: 00385694
- Record Type: Publication
- ISBN: 0309036208
- Files: TRIS, TRB
- Created Date: Jul 30 1984 12:00AM