LOAD-DEFLECTION RESPONSE OF LAYERED FLEXIBLE PAVEMENT SECTIONS UNDER RIGID BEARING PLATES
NON-DIMENSIONAL TECHNIQUES WERE EMPLOYED TO ANALYZE DATA FROM RIGID PLATES BEARING ON FLEXIBLE PAVEMENT SECTIONS. RESPONSE EQUATIONS WERE DEVELOPED TO DESCRIBE PAVEMENT LOAD DEFLECTION BEHAVIOR AT THE SURFACE, BASE COURSE, AND SUBGRADE OF THE LAYERED SYSTEM. DATA INCLUDE EFFECTS OF DIFFERENT TEST PROCEDURES, TEMPERATURES, AND LIMITED REPETITIVE LOADINGS. EMPIRICAL EQUATIONS WERE PROPOSED TO DESCRIBE RESPONSE TRENDS, AND SPECIFIC COEFFICIENTS WERE DETERMINED FOR VARIOUS TEST CONDITIONS.
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Supplemental Notes:
- Paper sponsored by Committee on Strength and Deformation Characteristics of Pavement Sections and presented at the 45th Annual Meeting. 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:
- Kondner, Robert L
- Krizek, Raymond J
- Yamamoto, Euchi
- Publication Date: 1966
Media Info
- Media Type: Digital/other
- Pagination: p 127
- Monograph Title: Buried circular conduits and behavior of foundations
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Serial:
- Highway Research Record
- Issue Number: 145
- Publisher: Highway Research Board
Subject/Index Terms
- TRT Terms: Accelerated tests; Analysis; Base course (Pavements); Bearings; Data collection; Deflection; Equations; Flexible pavements; Pavement layers; Pavements; Repeated loads; Stiffness; Structural plates; Subgrade (Pavements); Surface course (Pavements); Temperature; Test procedures; Test sections
- Uncontrolled Terms: Plates; Rigid
- Old TRIS Terms: Data aquisition; Pavement deflection
- Subject Areas: Geotechnology; Highways; Pavements;
Filing Info
- Accession Number: 00205456
- Record Type: Publication
- Files: TRIS, TRB
- Created Date: Nov 18 1994 12:00AM