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.
U.S. Army Waterways Experiment Station3909 Halls Ferry Road
Vicksburg, MS USA 39180-6199
- Wissa, AEZ
- McGillivray, R T
- Paniagua, J G
- Publication Date: 1971-8
- Features: References;
- Pagination: 73 p.
- Issue Number: 3-63
- TRT Terms: Soil mechanics; Soil stabilization
- Subject Areas: Freight Transportation; Geotechnology; Railroads;
- Accession Number: 00046872
- Record Type: Publication
- Source Agency: Engineering Index
- Report/Paper Numbers: Contr Rpt.
- Files: TRIS
- Created Date: Nov 14 1974 12:00AM