DYNAMIC BEHAVIOR OF PARTIALLY EMBEDDED PILE

Vibrational behavior of a partially embedded pile has been studied theoretically and some of the results compared with available field data. A mathematical model incorporating "pile-soil interaction" for resonant pile driving has been proposed. Only the longitudinal mode of the pile has been considered, but the same theory may be modified slightly to predict torsional behavior as well. The model equation is solved through standard Fourier transform method. Certain simplification has been introduced to the solution to minimize computational effort while retaining good accuracy. /ASCE/

• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/oclc/3519342
• Corporate Authors:

  American Society of Civil Engineers

  345 East 47th Street
  New York, NY  United States  10017-2398
• Authors:
  • Satter, M A
• Publication Date: 1976-7

Media Info

• Features: Appendices; Figures; References;
• Pagination: p. 775-785
• Serial:
  • Journal of Geotechnical and Geoenvironmental Engineering
  • Volume: 102
  • Issue Number: GT7
  • Publisher: American Society of Civil Engineers
  • ISSN: 1090-0241
  • Serial URL: http://ojps.aip.org/gto

Subject/Index Terms

• TRT Terms: Calculation; Dynamics; Equations; Field studies; Forecasting; Fourier transforms; Mathematical models; Pile driving; Resonance; Soil structure interaction; Support piles; Torsion; Vibration
• Uncontrolled Terms: Computation; Dynamic characteristics; Field data; Models
• Old TRIS Terms: Embedments (Pile); Pile behavior
• Subject Areas: Geotechnology; Highways;

Filing Info

• Accession Number: 00141322
• Record Type: Publication
• Report/Paper Numbers: ASCE #12265 Proceeding
• Files: TRIS
• Created Date: Oct 26 1976 12:00AM