STP977

    Triaxial Testing of Granular Soil Under Elevated Cell Pressure

    Published: Jan 1988


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    Abstract

    A study of triaxial testing under elevated cell pressure is presented. The influence of test conditions, namely end lubrication and slenderness ratio, on such tests is discussed. Results of a tomodensitometric investigation of internal homogeneity are given. The main results of the high pressure study are presented, including time effects on isotropic compression.

    Keywords:

    triaxial test, high pressure, lubricated ends, slenderness ratio, calcareous sand, density, x-ray, tomodensitometer, time effect


    Author Information:

    Colliat-Dangus, JL
    Project engineer, GEODIA Offshore Geotechnical Consultants, Paris,

    Desrues, J
    Chargé de recherche Centre National de la Recherche Scientifique (CNRS) and maitre de conférences, GEONUM team, Institut de Mécanique de Grenoble, St. Martin d'Hères,

    Foray, P
    Chargé de recherche Centre National de la Recherche Scientifique (CNRS) and maitre de conférences, GEONUM team, Institut de Mécanique de Grenoble, St. Martin d'Hères,


    Paper ID: STP29082S

    Committee/Subcommittee: D18.05

    DOI: 10.1520/STP29082S


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