Pore pressures in simple shear

D. W. Airey, D. M. Wood

    Research output: Contribution to journalArticle

    4 Citations (Scopus)

    Abstract

    Measurements made of the changing stress state during a constant volume simple shear test on kaolin permit the implied pore pressure change to be divided into a component due to change in total mean stress and a component due to dilatancy of the soil.
    Original languageEnglish
    Pages (from-to)91-96
    Number of pages6
    JournalSoils and Foundations
    Volume26
    Issue number2
    DOIs
    Publication statusPublished - 1986

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