BEHAVIOR OF POZZOLANIC PAVEMENTS UNDER LOAD
CURED AND HARDENED POZZOLANIC MATERIALS ARE STRONG AND RESISTANT TO FLEXING, THUS DISTRIBUTING THE LOAD OVER A LARGE AREA BY SLAB ACTION. THIS REPORT PRESENTS THE RESULTS OF A STUDY OF THE BEHAVIOR OF POZZOLANIC PAVEMENTS UNDER STATIC AND DYNAMIC LOADS. LOAD-DEFLECTION CHARACTERISTICS AND THE ULTIMATE LOAD-CARRYING CAPACITY OF THE SLABS UNDER STATIC LOADS ARE DISCUSSED IN TERMS OF ELASTIC AND ULTIMATE THEORY. THE BEHAVIOR OF POZZOLANIC FATIGUE DATA FROM FLEXURE SPECIMENS, AND CRITERIA FOR PREDICTING THE FATIGUE LIFE OF PAVEMENTS ARE DISCUSSED. /AUTHOR/
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Supplemental Notes:
- 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:
- Barenberg, Ernest J
- Publication Date: 1966
Media Info
- Media Type: Digital/other
- Features: Figures; References; Tables;
- Pagination: pp 1-24
- Monograph Title: Concrete pavement design
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Serial:
- Highway Research Record
- Issue Number: 112
- Publisher: Highway Research Board
Subject/Index Terms
- TRT Terms: Accelerated tests; Alternatives analysis; Bearing capacity; Behavior; Breaking loads; Deflection; Dynamic loads; Elasticity (Mechanics); Fatigue (Mechanics); Fatigue (Physiological condition); Flexure; Forecasting; Pavements; Pozzolan; Repeated loads; Slabs; Static loads
- Uncontrolled Terms: Data; Fatigue life
- Old TRIS Terms: Bearing capacities; Elastic theory
- Subject Areas: Highways; Pavements;
Filing Info
- Accession Number: 00205452
- Record Type: Publication
- Files: TRIS, TRB
- Created Date: Nov 18 1994 12:00AM