EFFECT OF LOADING DURATION ON THE CONSOLIDATION INDICES /IN JAPANESE/

THE INCREASING DEMAND FOR SOFT-CLAY CONSOLIDATION TESTS HAS LED TO THE DEVELOPMENT OF FIVE KINDS OF RAPID TESTS WHICH WERE COMPARED EXPERIMENTALLY WITH THE STANDARD 24-HR TEST. SECONDARY COMPRESSION CAUSED SUCH INDICES AS THE MODULUS OF VOLUME COMPRESSIBILITY, THE COEFFICIENT OF COMPRESSIBILITY, THE COMPRESSIBILITY INDEX, AND THE PRECONSOLIDATION PRESSURE TO BE GREATER ON AVERAGE FOR THE RAPID CONSOLIDATION TESTS. IN PRACTICE, HOWEVER, THE DIFFERENCES ARE SMALL IN COMPARISON WITH THOSE DUE TO THE NONUNIFORMITY OF ACTUAL SOILS /RRL(A)/

  • Supplemental Notes:
    • Vol 8, No 2, PP 21-49, 29 FIG, 11 TAB, 2 PHOT, 4 REF
  • Corporate Authors:

    Transportation Ministry /Japan

    Report of The Port and Harbour Research
    ,   USA 
  • Authors:
    • Ogawa, F
  • Publication Date: 0

Subject/Index Terms

Filing Info

  • Accession Number: 00229396
  • Record Type: Publication
  • Source Agency: Road Research Laboratory /UK
  • Files: TRIS
  • Created Date: Aug 1 1971 12:00AM