Report D : self-consolidating concrete (SCC) for infrastructure elements - creep, shrinkage and abrasion resistance.

Details

• Corporate Creators:
  Missouri University of Science and Technology
• Subject/TRT Terms:
  • Self compacting concrete
  • Specimens
  • Creep
  • Shrinkage
  • Abrasion resistance
  • Compressive strength
  • Modulus of elasticity
  • Mechanical tests
  • Self-consolidating concrete--Creep
  • Self-consolidating concrete--Expansion and contraction
  More +
• Publication/ Report Number:
  Project TRyy1103 ; cmr 13-003
• Resource Type:
  Tech Report
• Geographical Coverage:
  Missouri
• Edition:
  Final report.
• Corporate Publisher:
  Missouri. Department of Transportation
• Abstract:
  Concrete specimens were fabricated for shrinkage, creep, and abrasion resistance ; testing. Variations of self-consolidating concrete (SCC) and conventional concrete were ; all tested. The results were compared to previous similar testing programs and used to ; determine the adequacy of the materials for use in practice. ; The testing program consisted of normal strength (6000 psi) and high strength ; (10,000 psi) variations of SCC and conventional concrete. ; All specimens were tested for compressive strength, modulus of elasticity, ; shrinkage strain, creep strain, and abrasion resistance. All tests were performed ; according to their respective ASTM standard methods. In general, SCC performed well ; relative to conventional concrete at high strengths, but not as well at normal strengths for ; shrinkage and creep.
  More +
• Format:
  PDF
• Download URL:
  https://rosap.ntl.bts.gov/view/dot/25610/dot_25610_DS1.pdf
• File Type:
  [PDF - 1.36 MB]
• Collection(s):
  US Transportation Collection
• Main Document Checksum:
  urn:sha-512:e960b9386c572922fe642d6781bf6edaca2d99761d91e152b54a68b255ff314e4c65477db2263d8923134abecdaecc771580edce88bfd655d52747fd0bd7597a