SHRINKAGE-COMPENSATING CEMENT FOR AIRPORT PAVEMENT PHASE THREE-FIBROUS CONCRETES

Details of a research study on shrinkage-compensating fibrous concrete for airport pavements are presented. A total of 77 slab-type prisms 1 sq ft and 4, 6, and 8 in. thick were subjected to shrinkage in 50% RH. Concrete mixes containing 5.5, 6.5, and 7.5 bags of shrinkage-compensating cement were used in the study. Fly ash was also used for better workability and later added strength. Fiber contents used were 1.0, 1.5, and 2.0% by volume of the concrete. Residual concrete compressive stresses are used as a basis for recommendation of transverse joint spacing of 150 ft for expansive fibrous concrete overlays. (Author)

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  • Corporate Authors:

    Naval Construction Battalion Center

    Civil Engineering Laboratory, Point Mugu
    Port Hueneme, CA  United States  93043

    Federal Aviation Administration

    800 Independence Avenue, SW
    Washington, DC  United States  20591
  • Authors:
    • Keeton, J R
  • Publication Date: 1980-9

Media Info

  • Features: Figures; Tables;
  • Pagination: 23 p.

Subject/Index Terms

Filing Info

  • Accession Number: 00330619
  • Record Type: Publication
  • ISBN: DN587103
  • Report/Paper Numbers: FAA-RD-79-11 Final Rpt.
  • Files: TRIS, USDOT
  • Created Date: Oct 28 1981 12:00AM