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

Continued from TRIS 334802. The determination of shear strength parameters in the design of retaining structures or stabilization of landslides (this paper was presented in French); Creep properties of overconsolidated clay and rigid foundation design; Test data systematization and stockage to predict the parameters describing the behaviour of unsaturated soils; A reliability approach to the design of soil slopes; Design parameters of soil in geotechnical engineering; Behaviour of a mixed footing-pile foundation (this paper was presented in French); Determination of settlement design parameters from conventional oedometer tests; Complete constitutive equations for clays (this paper was presented in French); Design criteria for uncompacted clay fills; Foundation investigation for the site of a nuclear power plant; Influence of the multiphase nature or soils on the value and the distribution of pore pressure (this paper was presented in French); Optimum designs of state of the consolidation of soil medium; Choice of the factor of safety in a liquefaction analysis; (This paper was presented in French); continued on TRIS 334804.

• 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:
  • Amsler, P
  • Anagnosti, P V
  • Andrei, S
  • Athanasiu, C
  • Athanasiou-grivas, D
  • Harr, M E
  • Biernatowski, K
  • Combarieu, O
  • Coumoulos, D G
  • Darve, F
  • Flavigny, E
  • Vuaillat, P
  • D'Elia, B
  • Distefano, D
  • Esu, F
  • Federico, G
  • Dezfulian, H
  • Prager, S R
  • Dingosov, G
  • Guermanov, T
  • Markov, G
  • Domski, J
  • Wilk, J
  • Dupas, J M
  • Dore, M
  • Pecker, A
• 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: Clay; Conferences; Design; Engineering; Footings; Foundation soils; Geotechnical engineering; Liquefaction; Overconsolidation; Piles (Supports); Pore pressure; Shear strength; Soil stabilization
• Uncontrolled Terms: Design criteria
• Old TRIS Terms: Liquefaction (Soil)
• ITRD Terms: 9001: Behaviour; 4177: Clay; 3686: Compaction; 8525: Conference; 5791: Consolidation (soil); 4732: Creep (mater); 5907: Degree of saturation (mater); 9011: Design (overall design); 2801: Embankment; 132: Forecast; 3377: Foundation; 4029: Landslide; 6168: Oedometer; 3399: Pile; 5762: Pore water pressure; 3359: Retaining wall; 5442: Rheology; 5504: Safety coefficient; 5792: Settlement; 3397: Shallow foundation; 5531: Shear; 5783: Slope stability; 4156: Soil; 5931: Stiffness; 5544: Strength (mater); 6255: Test
• Subject Areas: Design; Geotechnology; Highways;

Filing Info

• Accession Number: 00334803
• Record Type: Publication
• Source Agency: Transport Research Laboratory
• Report/Paper Numbers: Monograph
• Files: ITRD, TRIS
• Created Date: Sep 16 1981 12:00AM