EFFECT OF COMPACTION ON STRENGTH OF SOIL-CEMENT

THE EFFECT OF THE METHOD OF COMPACTION ON THE UNCONFINED COMPRESSIVE STRENGTH OF SOIL-CEMENT MIXTURES FOR DIFFERENT MOLDING WATER CONTENTS, CEMENT CONTENTS AND CURING TIME WAS INVESTIGATED. TWO METHODS OF COMPACTION-IMPACT AND KNEADING- WERE USED. METHOD OF COMPACTION INFLUENCES THE UNCONFINED COMPRESSIVE STRENGTH OF SOIL-CEMENT MIXTURES. IMPACT COMPACTION PRODUCES HIGHER STRENGTHS THAN KNEADING COMPACTION FOR GRANULAR SOILS AT ALL CURING AGES AND MOLDING WATER CONTENTS. FOR COHESIVE SOIL-CEMENT MIXTURES, RATE OF STRENGTH GAIN DEPENDS ON METHOD OF COMPACTION. /ASCE/

  • Supplemental Notes:
    • Vol 93, No SM6, PROC PAPER 5578, PP 195-208, 11 FIG, 2 TAB
  • Corporate Authors:

    N/A

    ,   United States 
  • Authors:
    • El, RAWI NM
    • Haliburton, T A
    • Janes, R L
  • Publication Date: 0

Media Info

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Filing Info

  • Accession Number: 00231190
  • Record Type: Publication
  • Report/Paper Numbers: No SM5, Proc Paper 490
  • Files: TRIS
  • Created Date: Aug 15 2004 2:41AM