The Behavior at the Shrinkage Limit of Clay Undergoing Drying

    Volume 15, Issue 3 (September 1992)

    ISSN: 0149-6115

    CODEN: GTJOAD

    Page Count: 6


    Williams, DJ
    Senior lecturer in geomechanics, The University of Queensland, Queensland,

    Sibley, JW
    Lecturer in geomechanics, The University College of Central Queensland, Rockhampton Mail Centre, Queensland,

    Abstract

    In this paper, possible links between the shrinkage limit and distinct changes in other properties of a clay soil undergoing drying are discussed. These properties include the volumetric air content of the soil, the heat of wetting, the tensile strength, the total suction, and the thermal resistivity of the soil. The distinct changes are of interest in themselves, and possible explanations for them are briefly discussed. For soil under extremely dry conditions, more importance should perhaps be attached to using the shrinkage limit as an index to changes in soil behavior, and this topic warrants further research.


    Paper ID: GTJ10016J

    DOI: 10.1520/GTJ10016J

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    Author
    Title The Behavior at the Shrinkage Limit of Clay Undergoing Drying
    Symposium , 0000-00-00
    Committee D18