THE MEASUREMENT, SELECTION AND USE OF DESIGN PARAMETERS IN GEOTECHNICAL ENGINEERING. VOLUME 1

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:
  • Find a library where document is available. Order URL: http://worldcat.org/issn/0727700804
• 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

Media Info

• Features: Figures; Photos; References; Tables;
• Pagination: 310 p.
• Serial:
  • Publication of: British Geotechnical Society
  • Publisher: British Geotechnical Society
  • ISSN: 0727-700804

Subject/Index Terms

• TRT Terms: Anisotropic materials; Conferences; Deformation; Design; Engineering; Foundation soils; Friction; Geotechnical engineering; Ground settlement; Loads; Overconsolidation; Slope stability; Stresses; Subsoil
• Uncontrolled Terms: Design criteria; Friction angle; Loading
• Old TRIS Terms: Anisotropic mass
• ITRD Terms: 3420: Anchorage; 3085: Bearing capacity; 6464: Calculation; 5460: Coefficient of friction; 5905: Compressibility; 8525: Conference; 5791: Consolidation (soil); 5595: Deformation; 3871: Drilling; 5727: Earth pressure (passive); 3640: Extraction (pile); 5520: Failure; 3377: Foundation; 5916: Homogeneity; 5567: Load; 4777: Prestressing; 5504: Safety coefficient; 4105: Sand; 5792: Settlement; 3397: Shallow foundation; 5783: Slope stability; 4156: Soil; 5575: Stress (in material); 2930: Subsoil; 6255: Test; 5566: Triaxial
• Subject Areas: Design; Geotechnology; Highways;

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