EXPERIMENTS WITH CONTINUOUS REINFORCEMENT IN CONCRETE PAVEMENT - A FIVE-YEAR HISTORY

RESULTS SHOW: (1) CHANGES IN PAVEMENT ELEVATION ARE SMALL AND NONUNIFORM AND DO NOT APPEAR TO AFFECT THE LENGTH CHANGES AND CRACK PATTERNS OF THE SECTIONS; (2) DAILY AND ANNUAL CHANGES IN SECTION LENGTH ARE NOT DIRECTLY PROPORTIONAL TO LENGTH OF SECTION; (3) THE MAGNITUDE OF THE RESTRAINT OFFERED BY THE SUBGRADE IS A FUNCTION OF THE TIME IN WHICH A GIVEN TEMPERATURE OR MOISTURE CHANGE OCCURS IN THE PAVEMENT; (4) MAXIMUM TENSILE STRESSES ORIGINATING FROM SUBGRADE RESTRAINT DEVELOP DURING LATE SUMMER AND FALL; (5) FREQUENCY OF CRACKING INCREASES WITH INCREASE IN SECTION LENGTH; (6) SURFACE APPEARANCE OF CRACKS IS A FUNCTION OF WIDTH, WHICH DECREASES WITH INCREASE IN AMOUNT OF LONGITUDINAL STEEL; AND (7) ALL OF THE CRACKS HAVE REMAINED SO TIGHTLY CLOSED THAT THEY HAVE LITTLE IF ANY STRUCTURAL SIGNIFICANCE. /AUTHOR/

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  • Supplemental Notes:
    • Vol 23, pp 35-45, 8 FIG, 1 PHOT. 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.
  • Authors:
    • Cashell, H D
    • Benham, S W
  • Publication Date: 1944

Media Info

  • Media Type: Digital/other
  • Monograph Title: Proceedings of the Twenty-Third Annual Meeting of the Highway Research Board Held at Edgewater Beach Hotel, Chicago, Illinois November 27-30, 1943
  • Serial:

Subject/Index Terms

Filing Info

  • Accession Number: 00209427
  • Record Type: Publication
  • Files: TRIS, TRB
  • Created Date: Jul 18 1971 12:00AM