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

(Continued from TRIS 334812). Analysis of a progressive failure in pannonian clay; Slurry wall in clayey silt: Computations and observations (this paper was presented in French); Estimation problems of design parameters in the construction of injected and sunk soil anchors; Behaviour of pre-loading embankments on different vertical drains with reference to soil consolidation characteristics; Deformation characteristics of broken schist in a rock fill dam; Predicted and measured behaviour of clyde alluvia beneath renfrew motorway stage 2 embankments; Estimation of the soil parameters of Madrid in relation to tunnel construction; The influence of soil type on the behaviour of dams; continued on TRIS 334814.

  • 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:
    • Constantinescu, A
    • Comsa, R
    • Matei, L
    • Dysli, M
    • Fontana, A
    • Rybisar, J
    • Fedorov, B S
    • Smorodinov, M I
    • Skormin, G A
    • Bobrovski, Y M
    • Smolin, B S
    • Garassino, A
    • JAMIOLKOWSKI, M
    • Lancellota, R
    • Tonghini, M
    • Kinze, M
    • MCGOWN, A
    • Gabr, A W
    • McNeill, N
    • Oted, C S
    • Moya, J F
    • Peter, P
    • Thom, N
  • Publication Date: 1979

Media Info

Subject/Index Terms

Filing Info

  • Accession Number: 00334813
  • Record Type: Publication
  • Source Agency: Transport Research Laboratory
  • Report/Paper Numbers: Monograph
  • Files: ITRD, TRIS
  • Created Date: Sep 16 1981 12:00AM