EFFECT OF COMPACTION METHOD ON STRENGTH PARAMETERS OF SOIL- CEMENT MIXTURES

TWO COMPACTION METHODS, IMPACT AND KNEADING, WERE EMPLOYED TO STUDY THE EFFECT OF COMPACTION METHOD ON STRENGTH OF SOIL-CEMENT MIXTURES AS DETERMINED BY TRIAXIAL STRENGTH PARAMETERS: ANGLE OF INTERNAL FRICTION AND COHESION. THE EFFECT OF CEMENT CONTENT AND AGE ON ANGLE OF INTERNAL FRICT- ION AND COHESION WAS ALSO INVESTIGATED. RESULTS SHOW THAT METHOD OF COMPACTION INFLUENCES VALUES OF COHESION AND RATE OF GAIN IN COHESION WITH CURING AGE. VALUES OF ANGLE OF INTERNAL FRICTION WERE NOT INFLUENCED BY METHOD OF COMPACTION. IN GENERAL, COHESION INCREASED WITH CEMENT CONTENT AND CURING AGE. /AUTHOR/

  • Digital Copy:
  • Supplemental Notes:
    • Paper sponsored by Committee on Soil-Portland Cement Stabilization and presented at the 47th Annual Meeting.
  • Authors:
    • El-Rawi, Nagih M
    • Haliburton, T Allan
    • Janes, Robert L
  • Publication Date: 1968

Language

  • English

Media Info

  • Media Type: Print
  • Features: Figures; References; Tables;
  • Pagination: pp 72-80
  • Monograph Title: Soil-cement
  • Serial:

Subject/Index Terms

Filing Info

  • Accession Number: 00232609
  • Record Type: Publication
  • Files: TRIS, TRB
  • Created Date: Aug 15 2004 2:44AM