The Tensile Capacity Of Bored Piles In Frictional Soils

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    Abstrakt

    Three series of 10 piles each were installed in two different locations. The length of the piles varied from 2 to 6 m and the diameters were 14 and 25 cm. The piles were constructed above the groundwater table using continuous flight augers and the concrete was placed by gravity free fall. The piles were tested to failure in axial uplift and the load-displacement relations were recorded.
    OriginalsprogEngelsk
    TidsskriftCanadian Geotechnical Journal
    Vol/bind45
    Udgave nummer12
    Sider (fra-til)1715-1722
    Antal sider8
    ISSN0008-3674
    DOI
    StatusUdgivet - 2008

    Emneord

    • Bored Piles
    • Geoteknik
    • Drilled Shafts
    • Sand
    • Uplift
    • Earth Pressure Coefficient
    • Unit Skin Friction

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