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  • Predicting Non-linear Response of Laterally Loaded Pile Groups via Simple Solutions

    Author(s)
    Guo, Wei Dong
    Griffith University Author(s)
    Guo, Wei Dong D.
    Year published
    2010
    Metadata
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    Abstract
    In this paper, closed form solutions were employed to predict nonlinear response of pile groups gained previously using FLAC3D, centrifuge tests, and 1g model tests. The study shows (1) impact of pile-pile group interaction and high loading eccentricity is well captured; (2) The magnitudes of bending moment reported are not highly accurate in pertinent numerical simulations and model tests; (3) Quality tests, especially on large pile groups are required. Hand-calculation is elaborated via a typical example to highlight the features and use of the solutions to gain nonlinear response. It demonstrates the efficiency and accuracy ...
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    In this paper, closed form solutions were employed to predict nonlinear response of pile groups gained previously using FLAC3D, centrifuge tests, and 1g model tests. The study shows (1) impact of pile-pile group interaction and high loading eccentricity is well captured; (2) The magnitudes of bending moment reported are not highly accurate in pertinent numerical simulations and model tests; (3) Quality tests, especially on large pile groups are required. Hand-calculation is elaborated via a typical example to highlight the features and use of the solutions to gain nonlinear response. It demonstrates the efficiency and accuracy of the solutions for relevant design.
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    Conference Title
    GeoFlorida 2010: Advances in Analysis, Modeling & Design (GSP 199). Proceedings of the GeoFlorida 2010 Conference
    DOI
    https://doi.org/10.1061/41095(365)145
    Subject
    Civil Geotechnical Engineering
    Publication URI
    http://hdl.handle.net/10072/37349
    Collection
    • Conference outputs

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