DYNAMIC BEHAVIOR OF PARTIALLY EMBEDDED PILE

The discussers ask for clarification of certain points relating to: the consideration of soil stiffness in analysis; the equivalent soil mass taking part in vibration; the mass density of pile material; the predicted frequency; and the empirical nature of the recommendation that for greater amplitude of vibration at penetration end the mass of the vibrator should be less than 1/3 the mass of the pile.

  • Availability:
  • Supplemental Notes:
    • Discussion of Proceeding Paper 12265 by Mahammed A. Satter, July 1976.
  • Corporate Authors:

    American Society of Civil Engineers

    345 East 47th Street
    New York, NY  USA  10017-2398
  • Discussers:
    • Lakshmanan, N
    • Thandavamoorthy, T S
  • Publication Date: 1977-6

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Filing Info

  • Accession Number: 00165373
  • Record Type: Publication
  • Report/Paper Numbers: Proceeding
  • Files: TRIS
  • Created Date: Mar 7 1978 12:00AM