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:
  • Find a library where document is available. Order URL: http://worldcat.org/oclc/3519342
• 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  United States  10017-2398
• Discussers:
  • Lakshmanan, N
  • Thandavamoorthy, T S
• Publication Date: 1977-6

Media Info

• Features: Tables;
• Pagination: p. 662-663
• Serial:
  • Journal of Geotechnical and Geoenvironmental Engineering
  • Volume: 103
  • Issue Number: GT-6
  • Publisher: American Society of Civil Engineers
  • ISSN: 1090-0241
  • Serial URL: http://ojps.aip.org/gto

Subject/Index Terms

• TRT Terms: Dynamics; Frequency (Electromagnetism); Soils; Stiffness; Support piles; Vibration; Vibration devices
• Uncontrolled Terms: Dynamic characteristics
• Old TRIS Terms: Embedments (Pile); Vibrators
• Subject Areas: Geotechnology; Highways;

Filing Info

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