PERFORMANCE OF JETTED ANCHOR PILES WITH WIDENING

A special structure of reinforced concrete "flexible" anchor pile with widening at the end has been used in engineering practice in the past few years. Laboratory semifull and full-scale experiments were made in order to study the performance of such piles. Method of making construction calculations has been developed as a result of the experiments. This method is based on the elasticity theory. Equations have been developed to determine a pile's capacity to carry pulling load due to acceptable displacement into the soil.

• 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:
  • Tsinker, G P
• Publication Date: 1977-3

Media Info

• Features: References;
• Pagination: p. 213-226
• Serial:
  • Journal of Geotechnical and Geoenvironmental Engineering
  • Volume: 103
  • Issue Number: 3
  • Publisher: American Society of Civil Engineers
  • ISSN: 1090-0241
  • Serial URL: http://ojps.aip.org/gto

Subject/Index Terms

• TRT Terms: Anchor piles; Anchorages; Bearing capacity; Calculation; Concrete; Concrete construction; Elasticity (Mechanics); Foundations; Pavement widening; Performance; Reinforced concrete; Saturated soils; Soil mechanics; Support piles
• Uncontrolled Terms: Computation; Reinforced concrete piles; Widening
• Old TRIS Terms: Elastic theory; Jetted anchor piles; Pulling capacity
• Subject Areas: Bridges and other structures; Geotechnology; Highways;

Filing Info

• Accession Number: 00156339
• Record Type: Publication
• Source Agency: Engineering Index
• Files: TRIS
• Created Date: Oct 13 1977 12:00AM