Behaviour of piles subjected to passive loading due to embankment construction

M.R. Karim, S-C R Lo, C T Gnanendran

    Research output: Contribution to journalArticle

    11 Citations (Scopus)

    Abstract

    Behaviour of two embedded piles subjected to passive loading due to construction of an embankment was modelled in this paper. The piles were installed at the berm section of an embankment in a later stage of its construction. The investigation was carried out using a combination of two- and three-dimensional analyses. The analysis results were compared with the field-measured values and they agreed well.
    Original languageEnglish
    Pages (from-to)303-310
    Number of pages8
    JournalCanadian Geotechnical Journal
    Volume51
    Issue number3
    Early online date16 Dec 2013
    DOIs
    Publication statusPublished - Mar 2014

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