THE BEARING CAPACITY OF PILES

LA CAPACITE PORTANTE DES PIEUX

Results are presented of investigations into: (1) new measuring apparatus (portable strain gauges) which can be used for all types of pile in the standard test on deep foundations with a view to obtaining lateral friction values; (2) theoretical elasticity studies carried out by means of the finite element method with a view to explaining the mechanisms of deep foundations. Formulae are derived for lateral friction values in the case of disturbed and undisturbed soil. /TRRL/

  • Corporate Authors:

    Societe de Diffusion de Tech du Bat et de Trav Pub

    9 rue la Perouse
    Paris 16e,   France 
  • Authors:
    • Baguelin, F
    • Bustamante, M
    • Frank, P
    • Jezequel, J F
  • Publication Date: 1975-7-8

Language

  • French

Media Info

Subject/Index Terms

Filing Info

  • Accession Number: 00152831
  • Record Type: Publication
  • Source Agency: Central Laboratory of Bridges & Highways, France
  • Files: ITRD, TRIS
  • Created Date: Jul 2 1977 12:00AM