SHRINKAGE-COMPENSATING CEMENT FOR AIRPORT PAVEMENT. PHASE 3. FIBROUS CONCRETES. ADDENDUM

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)

  • Supplemental Notes:
    • Addendum to report dated Sep 79, AD-A075 739.
  • Corporate Authors:

    Naval Construction Battalion Center

    Civil Engineering Laboratory, Point Mugu
    Port Hueneme, CA  USA  93043

    Federal Aviation Administration

    Systems R&D Service, 800 Independence Avenue, SW
    ,   USA 
  • Authors:
    • Keeton, J R
  • Publication Date: 1980-9

Media Info

  • Pagination: 28 p.

Subject/Index Terms

Filing Info

  • Accession Number: 00328826
  • Record Type: Publication
  • Source Agency: National Technical Information Service
  • Report/Paper Numbers: CEL-TN-1561-ADD Final Rpt., FAA-RD-79-11-ADD
  • Contract Numbers: DOT-FA75WAI-530
  • Files: NTIS, TRIS, USDOT
  • Created Date: Apr 15 1981 12:00AM