THE MEASUREMENT, SELECTION AND USE OF DESIGN PARAMETERS IN GEOTECHNICAL ENGINEERING. VOLUME 3

(Continued from TRIS 334811). Determination of consolidation parameters of soft clays from a large scale load test; Research on bearing capacity of anthropogenous soils; Stress distribution under defined rigid surcharges; Deformation of steel piles due to alternating lateral loads; Experimental studies of parameters defining bearing capacity of rectangular foundation footings under eccentric application of inclined load; Piled foundation in a complex formation; design of high, flexible retaining structures in steeply inclined unstable slopes; Factors conditioning the actual bearing capacity of bored foundations (This paper is presented in French); Stability of a structure constructed in a landslide: Selection of soil strength parameters; Geotechnical parameters for embankments and pile foundation design; continued on TRIS 334813.

  • 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:
    • Oted, C S
    • SAGASETA, C
    • Sainz, J A
    • Ballester, F
    • Palka, J
    • Naborczyk, J
    • Rattay, W
    • Reinhardt, K
    • Agsten, H H
    • BILZ, P
    • Seumeijer, J B
    • Nieuwenhuis, J D
    • Sorochan, E A
    • Snarsky, A S
    • Terenetsky, L N
    • Ulisse, F
    • DIAMANTI, L
    • BRANDL, H
    • Bustamante, M
    • Gouvenot, D
    • CHANDLER, R J
    • Colombo, P
    • Colleselli, F
    • Mazzucato, A
    • Soranzo, M
  • Publication Date: 1979

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Filing Info

  • Accession Number: 00334812
  • Record Type: Publication
  • Source Agency: Transport Research Laboratory
  • Report/Paper Numbers: Monograph
  • Files: ITRD, TRIS
  • Created Date: Sep 16 1981 12:00AM