VIXCOELASTIC SHRINKAGE STRESS IN SOIL-CEMENT BASE

In response to comments upon their original paper, the authors agree that stress relaxation due to creep fracture should be revealed for a complete understanding of the problem. They disagree with the result that the maximum shrinkage stress equals 0.7 times the tensile strength, since this conclusion would lead one to assume that the soil-cement cannot crack due to shrinkage stress, which contradicts the experimental findings. Several editorial corrections are listed which should be made to the original paper.

  • Availability:
  • Supplemental Notes:
    • Discussion of Proceeding Paper #9454 published December 1972.
  • Corporate Authors:

    American Society of Civil Engineers

    345 East 47th Street
    New York, NY  USA  10017-2398
  • Discussers:
    • Highways, Louisiana Department of
    • George, K P
  • Publication Date: 1974-3

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Filing Info

  • Accession Number: 00262267
  • Record Type: Publication
  • Report/Paper Numbers: Proc. Paper 10421
  • Files: TRIS
  • Created Date: Oct 22 1974 12:00AM