SHEAR STRENGTH OF SOFT CLAY

VERY SENSITIVE, SOFT CLAYS, THEIR PROPERTIES AND BEHAVIOR IN TESTS ARE DISCUSSED. THE CLAY FABRIC (ARRANGEMENT OF THE MINERAL PARTICLES) AND THE FUNDAMENTAL STRENGTH PARAMETERS OF CLAY ARE STUDIED. PARTICULAR ATTENTION IS GIVEN TO TEST METHODS FOR DETERMINING UNDRAINED STRENGTH. /RRL/

  • Supplemental Notes:
    • Vol 2, pp 49-58, 1 FIG, 1 TAB, 42 REF
  • Corporate Authors:

    Norwegian Geotechnical Inst

    /Proc of Geotechnical Conf
    ,   United States 
  • Authors:
    • Kenney, T C
  • Publication Date: 1968

Subject/Index Terms

Filing Info

  • Accession Number: 00234768
  • Record Type: Publication
  • Source Agency: Road Research Laboratory /UK
  • Files: TRIS
  • Created Date: Apr 12 1971 12:00AM