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  • Response of axially loaded pile groups subjected to lateral soil movement - An expremental investigation

    Author(s)
    Guo, Wei Dong
    Ghee, Eng
    Griffith University Author(s)
    Guo, Wei Dong D.
    Ghee, Eng H.
    Year published
    2005
    Metadata
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    Abstract
    A new experimental apparatus has been developed, which allows lateral soil movements and vertical load to be applied simultaneously on a pile. A number of tests have been undertaken, which offer consistent results. In this paper, a brief description of the apparatus was presented. Results from two model tests were reported, which were conducted on two instrumented pile groups embedded in sand subjected to uniform lateral soil movement. Preliminary analysis indicated that the increase in bending moment, shear force, soil reaction and the change of pile deflection mode due to axial load on the pile groupsA new experimental apparatus has been developed, which allows lateral soil movements and vertical load to be applied simultaneously on a pile. A number of tests have been undertaken, which offer consistent results. In this paper, a brief description of the apparatus was presented. Results from two model tests were reported, which were conducted on two instrumented pile groups embedded in sand subjected to uniform lateral soil movement. Preliminary analysis indicated that the increase in bending moment, shear force, soil reaction and the change of pile deflection mode due to axial load on the pile groups
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    Conference Title
    Tall Buildings
    Volume
    40
    Issue
    3
    Publication URI
    http://hdl.handle.net/10072/2640
    Collection
    • Conference outputs

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