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Title: CHARACTERISTICS OF BASE AND SUBGRADE DRAINAGE OF PAVEMENTS
Accession Number: 00389565
Record Type: Component
Availability: Find a library where document is available Abstract: Base courses beneath highway and airport pavements that becomes saturated are reduced in modulus and bearing capacity, and pumping may develop at pavement joints. Base-course drainage is often required to preclude this major cause of pavement deterioration. A number of theoretical models for developing design guidelines for drainage requirements of pavements are discussed; the models include the original one by Casagrande and Shannon, which assumed a straight-line phreatic surface and an impermeable subgrade. The influence of subgrade drainage on drainage time and the influence of the use of the more theoretically correct parabolic phreatic surface, especially in deep base courses or on flat slopes, are found to be substantial. New models are developed to include these features and the calculated results are, in general, in good agreement wit field data observed on full-scale pavements. Example calculations are presented to illustrate the effect of subgrade drainage on the drainage time for base courses. (Author)
Supplemental Notes: Publication of this paper sponsored by Committee on Environmental Factors Except Frost. 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 Accession #: 01420444
Authors: Liu, Shang JJeyapalan, Jey KLytton, Robert LEditors: Kaplan, Elizabeth WPagination: pp 1-10
Publication Date: 1983
Serial: ISBN: 0309036666
Media Type: Print
Features: Figures
(18)
; References
(7)
TRT Terms: Old TRIS Terms: Subject Areas: Geotechnology; Highways; Pavements; I42: Soil Mechanics
Files: TRIS, TRB
Created Date: Oct 30 1984 12:00AM
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