DYNAMIC SOIL REACTION TO AXIALLY LOADED PILES

A numerical study was performed of the dynamic soil-reaction characteristics of axially loaded single piles to find simple and accurate models for beam-on-Winkler foundation-type analyses of axially loaded single piles. The models are based on the concept of dynamic soil-reaction coefficients originally proposed for laterally loaded piles. The proposed models can be easily incorporated into both frequency- and time-domain analyses. This implies that the models can be extended to problems with nonlinear soil-pile interaction effects even though the models are based on linearly elastic soil-pile conditons. The details of the numerical analyses are described.

• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/issn/07339410
• Corporate Authors:

  American Society of Civil Engineers

  345 East 47th Street
  New York, NY  United States  10017-2398
• Authors:
  • Kagawa, T
• Publication Date: 1991-7

Media Info

• Features: Appendices; Figures; References;
• Pagination: p. 1001-20
• Serial:
  • Journal of Geotechnical Engineering
  • Volume: 117
  • Issue Number: 7
  • Publisher: American Society of Civil Engineers
  • ISSN: 0733-9410

Subject/Index Terms

• TRT Terms: Analysis; Axial loads; Dynamics; Mathematical models; Properties of materials; Soils
• Uncontrolled Terms: Dynamic characteristics; Models; Soil properties
• Old TRIS Terms: Pile behavior
• Subject Areas: Geotechnology; Highways; Materials; I42: Soil Mechanics;

Filing Info

• Accession Number: 00610973
• Record Type: Publication
• Files: TRIS
• Created Date: Jul 31 1991 12:00AM