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  • Theoretical and numerical perspectives and field observations for the design and performance evaluation of embankments constructed on soft marine clay

    Author(s)
    Indraratna, B.
    Sathananthan, I.
    Bamunawita, C.
    Balasubramaniam, Bala
    Griffith University Author(s)
    Balasubramaniam, Bala B.
    Year published
    2005
    Metadata
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    Abstract
    In this chapter, a two-dimensional plane strain solution is adopted for the embankment analysis, which includes the effects of smear zone caused by mandrel driven vertical drains. The equivalent (transformed) permeability coefficients are incorporated in finite element codes, employing modified Cam-clay theory. Selected numerical studies have been carried out to study the effect of embankment slope, construction rate, and drain spacing on the failure of the soft clay foundation. Finally, the observed and predicted performances of well-instrumented full-scale trial embankment built on soft Malaysian marine clay have been ...
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    In this chapter, a two-dimensional plane strain solution is adopted for the embankment analysis, which includes the effects of smear zone caused by mandrel driven vertical drains. The equivalent (transformed) permeability coefficients are incorporated in finite element codes, employing modified Cam-clay theory. Selected numerical studies have been carried out to study the effect of embankment slope, construction rate, and drain spacing on the failure of the soft clay foundation. Finally, the observed and predicted performances of well-instrumented full-scale trial embankment built on soft Malaysian marine clay have been discussed in detail. The predicted results agree with field measurements.
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    Book Title
    Ground Improvement: Case Histories
    Publisher URI
    http://www.elsevier.com/books/ground-improvement/indraratna/978-0-08-044633-2
    DOI
    https://doi.org/10.1016/S1571-9960(05)80005-9
    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/10072/218
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