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Title: PAVEMENT THICKNESS DESIGNS USING LOW-STRENGTH (POZZOLANIC) BASE AND SUBBASE MATERIALS
Accession Number: 00458248
Record Type: Component
Availability: Find a library where document is available Abstract: Information is presented on combining laboratory test data for pozzolanic base and subbase materials with elastic layer theory and a limiting strain criterion to determine thickness designs equivalent to conventional asphaltic concrete and crushed stone pavement structures. A summary of laboratory testing in Kentucky is also presented. An example thickness design determination is given that includes an economic comparison of alternative designs with the conventional asphaltic concrete and crushed stone thickness design.
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
Monograph Title: Monograph Accession #: 01419435
Authors: Sharpe, Gary WDeen, Robert CSouthgate, Herbert FAnderson, MarkPagination: pp 122-130
Publication Date: 1985
Serial: ISBN: 0309039592
Media Type: Print
Features: Figures
(8)
; References
(30)
; Tables
(2)
TRT Terms: Old TRIS Terms: Subject Areas: Geotechnology; Highways; Pavements; I23: Properties of Road Surfaces
Files: TRIS, TRB
Created Date: Sep 30 1986 12:00AM
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