VISCO-ELASTIC BEHAVIOR OF SOIL AND ITS APPLICATION IN HIGHWAY ENGINEERING

THE VARIOUS ASPECTS OF THE VISCOELASTIC BEHAVIOR OF SOILS AS THEY APPLY IN HIGHWAY ENGINEERING ARE DISCUSSED. THE INTERPRETATION OF RESULTS AND SOME TYPICAL CALCULATIONS OF CREEP PARAMETERS FROM LABORATORY TESTS ON A CLAYEY COIL, ARE GIVEN. /RRL/

  • Supplemental Notes:
    • No 13, pp 11-30, 11 FIG, 16 REF
  • Authors:
    • Nair, K S
    • Justo, C E
  • Publication Date: 1969

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Filing Info

  • Accession Number: 00234901
  • Record Type: Publication
  • Source Agency: Road Research Laboratory /UK
  • Files: TRIS
  • Created Date: Apr 10 1971 12:00AM