ELASTIC SOILS WITH TWO AND THREE PARAMETERS

DWU-I TROJPARAMETROWE PODLOZE SPREZYSTE

Different models were proposed for non-homogeneous anisotropic soil; these models were adopted to express its behaviour under load. The winkler medium has one disadvantage: it does not take account of the deformations sustained by the soil outside the limits of the foundation. Because of this, the authors have conceived a medium, also based on the winkler principle, which is influenced in the first case by two moduli of subgrade reaction k and s and in the second case by three moduli: k, s and r. The two models facilitate the integration of deformations occurring in the immediate vicinity of a foundation. Attention is drawn to the practical difficulty of measuring these moduli. /TRRL/

  • Corporate Authors:

    Politechnika Krakowska

    Warszawska 24
    Krakow,   Poland 
  • Authors:
    • Palka, J
    • Lisowski, A
  • Publication Date: 1969

Language

  • Polish

Media Info

  • Features: Figures; References; Tables;
  • Pagination: p. 9-13
  • Serial:

Subject/Index Terms

Filing Info

  • Accession Number: 00097834
  • Record Type: Publication
  • Source Agency: Laboratoire Central des Ponts et Chausees (LCPC)
  • Files: ITRD, TRIS
  • Created Date: Sep 30 1975 12:00AM