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  • Predictions and observations of soft clay foundations stabilized with geosynthetic drains and vacuum surcharge

    Author(s)
    Indraratna, Buddhima
    Rujikiatkamjiorn, Cholachat
    Balasubramaniam, Bala
    Wijeyakulasuriya, Vasantha
    Griffith University Author(s)
    Balasubramaniam, Bala B.
    Year published
    2005
    Metadata
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    Abstract
    This chapter starts with an introduction of a revised analytical model of radial drainage with vacuum preloading in both axisymmetric and plane strain conditions. Observed from large-scale radial drainage consolidation tests, the influence of vacuum pressure distribution along the drain length is examined through the dissipation of average excess pore pressure and associated settlement.This chapter starts with an introduction of a revised analytical model of radial drainage with vacuum preloading in both axisymmetric and plane strain conditions. Observed from large-scale radial drainage consolidation tests, the influence of vacuum pressure distribution along the drain length is examined through the dissipation of average excess pore pressure and associated settlement.
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    Book Title
    Ground Improvement: Case Histories
    Volume
    1
    Publisher URI
    http://www.elsevier.com/books/ground-improvement/indraratna/978-0-08-044633-2
    DOI
    https://doi.org/10.1016/S1571-9960(05)80010-2
    Copyright Statement
    Self-archiving is not yet supported by this publisher. Please refer to the publisher's website or contact the author(s) for more information.
    Publication URI
    http://hdl.handle.net/10072/219
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