CONSOLIDATION PHENOMENA OF NORMALLY CONSOLIDATED CLAYS DUE TO THE DISTURBANCE CAUSED BY UNDRAINED SHEAR.

Akira Mori, Hirokazu Akaki

    Research output: Book/ReportBook

    Abstract

    Consolidation settlement can occur in surrounding ground under its own weight due to clay disturbance following the decrease of effective stress. In this paper such consolidation phenomena of normally consolidated clays due to their disturbance are investigated. It is concluded from experiments and theoretical considerations that the volume decrease of normally consolidated clays necessary to predict the ground subsidence behavior is obtained by using the magnitude of shear strain during undrained shear and clay sensitivity and plasticity index, which relate to the susceptibility to clay disturbance.

    Original languageEnglish
    Place of PublicationTokyo, Jpn
    PublisherJapan Soc of Civil Engineers
    Number of pages4
    Publication statusPublished - 1985

    Fingerprint

    Consolidation
    Clay
    Shear strain
    Subsidence
    Plasticity
    Experiments

    ASJC Scopus subject areas

    • Engineering(all)

    Cite this

    CONSOLIDATION PHENOMENA OF NORMALLY CONSOLIDATED CLAYS DUE TO THE DISTURBANCE CAUSED BY UNDRAINED SHEAR. / Mori, Akira; Akaki, Hirokazu.

    Tokyo, Jpn : Japan Soc of Civil Engineers, 1985. 4 p.

    Research output: Book/ReportBook

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    abstract = "Consolidation settlement can occur in surrounding ground under its own weight due to clay disturbance following the decrease of effective stress. In this paper such consolidation phenomena of normally consolidated clays due to their disturbance are investigated. It is concluded from experiments and theoretical considerations that the volume decrease of normally consolidated clays necessary to predict the ground subsidence behavior is obtained by using the magnitude of shear strain during undrained shear and clay sensitivity and plasticity index, which relate to the susceptibility to clay disturbance.",
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