THE CONTROL OF CRACKING IN RIGID PAVEMENTS
A BRIEF DISCUSSION IS GIVEN ON THE EFFECTS OF TEMPERATURE, MOISTURE, SUBGRADE CONDITION AND OTHER FACTORS UPON VOLUME CHANGES OF CONCRETE AND THE RELATION OF VOLUME CHANGE TO CRACKING. SOME VALUES OF THE COEFFICIENT OF FRICTION BETWEEN SLAB AND SUBGRADE ARE GIVEN.
- Record URL:
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Supplemental Notes:
- Vol 8, pp 160-162. 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:
- Teller, L W
- Publication Date: 1929
Media Info
- Media Type: Digital/other
- Monograph Title: Proceedings of the Eighth Annual Meeting of the Highway Research Board Held at Washington, D.C. December 13-14, 1928
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Serial:
- Highway Research Board Proceedings
- Volume: 8
- Publisher: Highway Research Board
Subject/Index Terms
- TRT Terms: Coefficient of friction; Concrete; Concrete pavements; Control; Cracking; Moisture content; Pavement cracking; Rigid pavements; Slabs; Subgrade (Pavements); Temperature; Volume changes
- Uncontrolled Terms: Concrete cracking
- Subject Areas: Highways; Pavements;
Filing Info
- Accession Number: 00205814
- Record Type: Publication
- Files: TRIS, TRB
- Created Date: Jul 18 1971 12:00AM