Pore pressures in simple shear

D. W. Airey, D. M. Wood

    Research output: Contribution to journalArticlepeer-review

    7 Citations (Scopus)


    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
    Issue number2
    Publication statusPublished - 1986


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