LATERALLY LOADED PILES: PROGRAM DOCUMENTATION

The documentation is presented for the computer program COM622, which solves for the deflection and bending moment of a pile under lateral loading as a function of depth. The colculations are performed on a finite difference model of the pile, and the soil is represented by a series of nonlenear curves of force per unit length vesus deflection. This is the first program documented and distribution under the standards developed for the Geotechnical Engineering Division. /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:
  • Reese, L C
• Publication Date: 1977-4

Media Info

• Features: Appendices; Figures; References;
• Pagination: p. 287-305
• Serial:
  • Journal of Geotechnical and Geoenvironmental Engineering
  • Volume: 103
  • Issue Number: GT4
  • Publisher: American Society of Civil Engineers
  • ISSN: 1090-0241
  • Serial URL: http://ojps.aip.org/gto

Subject/Index Terms

• TRT Terms: Bending moments; Computer programs; Deflection; Depth; Finite element method; Loads; Mathematical models; Support piles
• Uncontrolled Terms: Models
• Subject Areas: Geotechnology; Highways;

Filing Info

• Accession Number: 00156153
• Record Type: Publication
• Report/Paper Numbers: Proc. Paper 11318 Proceeding
• Files: TRIS
• Created Date: Feb 16 1978 12:00AM