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  • Vertically loaded single piles in sand subjected to lateral soil movement

    Author(s)
    Guo, Wei Dong
    Qin, Hongyu
    Griffith University Author(s)
    Guo, Wei Dong D.
    Qin, Hongyu
    Year published
    2005
    Metadata
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    Abstract
    The behavior of a free-head pile under lateral soil movement and vertical load was investigated using a newly developed experimental apparatus. Typical test results are presented to demonstrate the similarity and difference in the response of the pile subjected to triangular and rectangular soil movement profiles. It was found that the response such as distribution of bending moment, and pile displacement, etc. is significantly affected by the soil movement profilesThe behavior of a free-head pile under lateral soil movement and vertical load was investigated using a newly developed experimental apparatus. Typical test results are presented to demonstrate the similarity and difference in the response of the pile subjected to triangular and rectangular soil movement profiles. It was found that the response such as distribution of bending moment, and pile displacement, etc. is significantly affected by the soil movement profiles
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    Conference Title
    Tall Buildings
    Volume
    40
    Issue
    3
    Publication URI
    http://hdl.handle.net/10072/2639
    Collection
    • Conference outputs

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