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    Numerical Modelling of the Consolidation Behavior of Peat Soil Improved by Sand Columns

    Access Status
    Fulltext not available
    Authors
    Mujah, Donovan
    Siaw khur Wee
    Tasnim, Sadia
    Date
    2016
    Type
    Journal Article
    
    Metadata
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    Citation
    Mujah, D. and Siaw, K. and Tasnim, S. 2016. Numerical Modelling of the Consolidation Behavior of Peat Soil Improved by Sand Columns. Soil Mechanics and Foundation Engineering. 52 (6): pp. 317-321.
    Source Title
    Soil Mechanics and Foundation Engineering
    DOI
    10.1007/s11204-016-9347-y
    ISSN
    0038-0741
    School
    Department of Civil Engineering
    URI
    http://hdl.handle.net/20.500.11937/50463
    Collection
    • Curtin Research Publications
    Abstract

    This paper presents a ground improvement method using sand as material in columnar inclusion. The main focus of the study is to model the consolidation behavior of peat soil reinforced by sand columns. The effects of sand column length and column diameter were determined using numerical analysis. It was revealed that the final settlement strongly depends on the area replacement ratio. The numerical results showed that the installation of larger-diameter, fully penetrated columns reduced soil settlement. The settlement reduction results of our numerical analysis are in good agreement with the experimental results. In order to improve the confining stresses of sand, an alternative approach utilizing geogrid encasement was examined numerically. The increasing stiffness of geogrid effectively increased the load carrying capacity of the sand column. Based on the results, geogrid performs better in smaller-diameter columns.

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