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

(Continued from TRIS 334813). Embankments built on potentially unstable slopes (This paper was presented in French); Stabilization of creeping slope in clay with stiff elements; Deformations of membrane-faced rock fill dams; Field measurement of an anchored sheet pile wall in clay; Pause clause predictions for motorway embankments; The duisburg method of metro construction--an example for establishing large underground civil engineering projects in flowing groundwater; Design parameters determination from precise levelling; Consolidation parameters of a soft clay layer improved by means of vertical drains; Recent findings concerning allowable differential settlements of structures--criteria of damage. (TRRL)

  • 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:
    • Pilot, G
    • Pincent, B
    • Cartier, G
    • Blondeau, F
    • SOMMER, H
    • Soydemir, C
    • Kjaernsli, B
    • STILLE, H
    • Fredriksson, A
    • Thorburn, S
    • Laird, C L
    • WEILER, A
    • Vagt, J
    • Wojciechowski, J
    • Jarodzki, L
    • Klimowicz, H
    • Serenko, K
    • Cisek, A
    • WOLSKI, W
    • Fuerstenberg, A
    • LECHOWICZ, Z
  • Publication Date: 1979

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Filing Info

  • Accession Number: 00334814
  • Record Type: Publication
  • Source Agency: Transport Research Laboratory
  • Report/Paper Numbers: Monograph
  • Files: ITRD, TRIS
  • Created Date: Sep 16 1981 12:00AM