THE MEASUREMENT, SELECTION AND USE OF DESIGN PARAMETERS IN GEOTECHNICAL ENGINEERING. VOLUME 2

(Continued from TRIS 334808) The return level method--a quick method for measuring in situ the transmissivity and storage coefficient of aquifers; The in situ determination of an "extended" overconsolidation ratio; Lateral earth pressure in normally consolidated clay; Deformation properties of normally consolidated clays; Measurement, selection and use of dynamic soil properties in design; In situ measurement of permeability; The interpretation of begemann friction jacket cone results to give soil types and design parametes; General method of interpreting pressuremeter test results (This report was presented in French); Dynamic parameters for seismic site response; The selection of design parameters in weathered rocks; Comparison of predicted settlements for a fine sand. (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:
    • Holeyman, A
    • Marchetti, S
    • Massarsch, K R
    • Drnevich, V P
    • Michalopoulos, A P
    • Hansen, K R
    • Raynaud, D A
    • Arias, R P
    • Rietsema, R A
    • Viergever, M A
    • Searle, I W
    • Vanrle, I W
    • D'Hemricourt, J
    • Vinale, F
    • Walker, L K
    • JEWELL, R J
    • Wennerstrand, J
  • Publication Date: 1979

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Filing Info

  • Accession Number: 00334809
  • Record Type: Publication
  • Source Agency: Transport Research Laboratory
  • Report/Paper Numbers: Monograph
  • Files: ITRD, TRIS
  • Created Date: Sep 16 1981 12:00AM