DESIGN OF LATERALLY LOADED PILES

In this discussion on the design of laterally loaded piles, the author comments on Kocsis' observation that the lateral deflection of a laterally-loaded pile at working loads was calculated by using a coefficient of subgrade reaction. The effect on the lateral deflections of various sized loads is discussed.

• Corporate Authors:

  American Society of Civil Engineers

  345 East 47th Street
  New York, NY  United States  10017-2398
• Authors:
  • BROMS, B B
• Publication Date: 1966-7

Media Info

• Features: Figures;
• Pagination: p. 75-76
• Serial:
  • Journal of Soil Mechanics & Foundations Div
  • Volume: 92
  • Issue Number: SM4

Subject/Index Terms

• TRT Terms: Coefficient of subgrade reaction; Coefficients; Deflection; Loads; Structural design; Support piles
• Uncontrolled Terms: Lateral pressure
• Old TRIS Terms: Pile design
• Subject Areas: Geotechnology; Highways;

Filing Info

• Accession Number: 00095885
• Record Type: Publication
• Report/Paper Numbers: Closure
• Files: TRIS
• Created Date: Jun 10 1975 12:00AM