SOIL STABILIZATION. THE EFFECTS OF MIXING CONDITIONS, METHOD OF COMPACTION, AND CURING CONDITIONS ON THE EFFECTIVE STRESS-STRENGTH BEHAVIOR OF A STABILIZED SOIL

The effects of mixing conditions, method of compaction, and curing conditions on the strength behavior of a cement-stabilized clayey silt were investigated using consolidated-undrained triaxial compression tests with pore pressure measurements. The results were analyzed using the Mohr-Coulomb criterion of failure in terms of effective stresses.

  • Corporate Authors:

    U.S. Army Waterways Experiment Station

    3909 Halls Ferry Road
    Vicksburg, MS  USA  39180-6199
  • Authors:
    • Wissa, AEZ
    • McGillivray, R T
    • Paniagua, J G
  • Publication Date: 1971-8

Media Info

  • Features: References;
  • Pagination: 73 p.
  • Serial:
    • Issue Number: 3-63

Subject/Index Terms

Filing Info

  • Accession Number: 00046872
  • Record Type: Publication
  • Source Agency: Engineering Index
  • Report/Paper Numbers: Contr Rpt.
  • Files: TRIS
  • Created Date: Nov 14 1974 12:00AM