DISCUSSION OF REPORT AND SUPPLEMENTARY STUDIES: EFFECT OF REINFORCEMENT IN WASHINGTON STATE HIGHWAYS - SUMMARY OF REPORT
STEEL WAS USED ONLY UNDER ADVERSE CONDITIONS OF SUBGRADE, BUT REINFORCED SLABS SHOW LESS CRACKING THAN PLAIN CONCRETE SECTIONS. CRACKING INCREASED CONSISTENTLY WITH AGE.
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Supplemental Notes:
- Vol 5, Pt 2, PP 131-133, 1 FIG. 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:
- Hoffman, E R
- Publication Date: 1926
Media Info
- Media Type: Digital/other
- Monograph Title: Proceedings of the Fifth Annual Meeting of the Highway Research Board Held at Washington, D.C. December 3-4, 1925. Part II: Report of Investigation of the Economic Value of Reinforcement in Concrete Roads
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Serial:
- Highway Research Board Proceedings
- Volume: 5
- Publisher: Highway Research Board
Subject/Index Terms
- TRT Terms: Age; Concrete pavements; Material reinforcement; Pavement cracking; Reinforced concrete pavements; Slabs; Subgrade (Pavements)
- Subject Areas: Highways; Pavements;
Filing Info
- Accession Number: 00205804
- Record Type: Publication
- Files: TRIS, TRB
- Created Date: Nov 9 1970 12:00AM