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  United States  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

• TRT Terms: Soil mechanics; Soil stabilization
• Subject Areas: Freight Transportation; Geotechnology; Railroads;

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