FINAL REPORT, FUNDAMENTALS OF SOIL COMPACTION

LABORATORY COMPACTED SPECIMENS WERE PREPARED USING VARIOUS COMPACTION EFFORTS, METHODS AND MOISTURE CONTENTS. STRENGTH RESPONSE PARAMETERS (CREEP MODULUS, COMPLEX MODULUS, RESILIENT MODULUS, SHEAR STRENGTH AND PERMANENT DEFORMATION AT FAILURE) OF THE LABORATORY SPECIMENS WERE COMPARED TO THOSE MEASURED ON UNDISTURBED SAMPLES OBTAINED FROM FIELD EMBANKMENTS COMPACTED BY REGULAR SHEEPS FOOT ROLLERS AND PROOF ROLLING STRENGTH MEASUREMENTS ON LABORATORY SPECIMENS PREPARED BY 700 LB. GYRATORY COMPACTION, COMPARED CLOSELY TO THE FIELD COMPACTED SOILS. /AUTHOR/

  • Corporate Authors:

    Ohio State University, Columbus

    190 North Oval Drive
    Columbus, OH  USA  43210

    Ohio Department of Transportation

    1980 West Broad Street
    Columbus, OH  USA  43223

    Federal Highway Administration

    1200 New Jersey Avenue, SE
    Washington, DC  USA  20590
  • Authors:
    • Majidzadeh, K
    • GUIRGUIS, H R
    • Joseph, G S
  • Publication Date: 0

Subject/Index Terms

Filing Info

  • Accession Number: 00228679
  • Record Type: Publication
  • Source Agency: Federal Highway Administration
  • Report/Paper Numbers: Study No Ees-248
  • Files: TRIS, USDOT, STATEDOT
  • Created Date: Feb 15 1972 12:00AM