Continued from TRIS 334803. Physical and design non-homogeneity of subsoil; Estimations of stability of slopes in overconsolidated soils with progressive failure; The use of stress paths in geotechnical design practice; A numerical procedure for defining the values of soil parameters affecting consolidation; Definition and use of friction angles; Triaxial testing in the design of shallow foundations; Interpretation procedures for obtaining soil deformation parameters; Shaft sinking in oil sand formations; Safety factors for different types of failure; Stress state in non-linear deformed semiplane and approximate method of calculating foundation settlements; The friction calculation in fixing the load of prestressed anchors with free tendon length; The estimation of the dynamic characteristics of collapsible soils; Soil settlement under repeated loading; effective stress model to predict capacity of tension piles--first results (This paper was presented in French); Passive pressure of anisotropic media (This paper was presented in French); Number of soil samples and safety; continued on TRIS 334805.

  • Availability:
  • Supplemental Notes:
    • Proceedings of the Seventh European Conference on Soil Mechanics and Foundation Engineering, held at Brighton.
  • Corporate Authors:

    British Geotechnical Society

    Great George Street, Westminster
    London SW1,   England 
  • Authors:
    • Feda, J
    • Forster, W
    • Gajari, G
    • Friis, J
    • Roti, J A
    • Gioda, G
    • Hansen, B
    • Jacobsen, H M
    • Janbu, N
    • Senneset, F
    • Jessberger, H L
    • KLEIN, J
    • Ebel, W
    • Kezdi, A
    • Malyshev, M V
    • Nikitina, N S
    • Martak, L
    • Musaelyan, A A
    • Myslivec, A
    • Puech, A
    • Foray, P
    • Boulon, M
    • Desrues, J
    • Reimbert, A
    • Rethati, L
  • Publication Date: 1979

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Subject/Index Terms

Filing Info

  • Accession Number: 00334804
  • Record Type: Publication
  • Source Agency: Transport Research Laboratory
  • Report/Paper Numbers: Monograph
  • Files: ITRD, TRIS
  • Created Date: Sep 16 1981 12:00AM