STRENGTH OF THE SHAFT OF A BORED PILE

RASCHET NA PROCHNOST' STVOLA BURONABIVNYKH SVAJ

Details are given of a process of restraining unstable soil masses by means of bored piles. Formulae are derived for the design of the shaft when the pile is subjected to flexural stresses. The section of the pile is circular and the main reinforcement can be distributed in any way in the pile. A graph shows the zone of compression, and limits of application of the formulae are defined. This appeared in an English version in soil mechanics and foundation engineering (trad. rev. soviet) in October 1971, under the title: "Calculation of the Strength of the Stem of Bored Piles."

• Corporate Authors:

  Izdatel Stva Literatury po Streitelstvu

  Moscow,   USSR 
• Authors:
  • Ginzburg, L K
• Publication Date: 1971

Language

• Russian

Media Info

• Features: Figures;
• Pagination: p. 20-22
• Serial:
  • Osnovaniya Fundamenty i Mekhanika Gruntov
  • Issue Number: 2

Subject/Index Terms

• TRT Terms: Bending stress; Compression; Design; Flexure; Formulas; Machine shafts; Material reinforcement; Strength of materials; Support piles; Unstable soil
• Old TRIS Terms: Bored pile
• ITRD Terms: 5711: Bore hole; 6423: Circle; 5532: Compression; 4755: Concrete; 5586: Deflection; 9011: Design (overall design); 3377: Foundation; 3399: Pile; 4794: Reinforced concrete; 3471: Reinforcement (in mater); 4156: Soil; 5544: Strength (mater); 5575: Stress (in material); 8538: Translation
• Subject Areas: Design; Geotechnology; Highways;

Filing Info

• Accession Number: 00081150
• Record Type: Publication
• Source Agency: Transport and Road Research Laboratory (TRRL)
• Files: ITRD, TRIS
• Created Date: Apr 8 1975 12:00AM