TRIAXIAL MEASUREMENTS OF SHEAR STRAIN AND COMPACTION IN UNSATURATED SOIL

DATA IS PRESENTED FROM A MODIFIED TRIAXIAL APPARATUS THAT DEMONSTRATES THE IMPORTANCE OF MEAN STRESS AND SHEARING STRAIN IN A FORCE-COMPACTION RELATIONSHIP FOR SOIL. /RRL/

  • Supplemental Notes:
    • Vol 9, No 4, PP 460-463-467, 10 FIG, 2 TAB, 10 REF, 1 PHOT
  • Authors:
    • Vandenberg, G E
  • Publication Date: 0

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Filing Info

  • Accession Number: 00229228
  • Record Type: Publication
  • Source Agency: Road Research Laboratory /UK
  • Files: TRIS
  • Created Date: Aug 15 2004 2:38AM