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  • Effects of deep excavations on adjacent foundations

    Author(s)
    Leung, CF
    Ong, DEL
    Griffith University Author(s)
    Ong, Dominic E.L.
    Year published
    2014
    Metadata
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    Abstract
    With rapid development in metropolitan areas, deep excavation and tunnelling are often carried out close to existing buildings or infrastructure. The soil movement due to excavation may cause damages to adjacent foundation, worse for shallow foundations as compared to deep foundations. In this keynote paper, the latest development and understanding of soil-structure interaction involving foundation subject to adjacent excavation are presented; with references to successfully implemented projects or research work based on finite element modelling, centrifuge experiments and field monitoring, observations and interpretations. ...
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    With rapid development in metropolitan areas, deep excavation and tunnelling are often carried out close to existing buildings or infrastructure. The soil movement due to excavation may cause damages to adjacent foundation, worse for shallow foundations as compared to deep foundations. In this keynote paper, the latest development and understanding of soil-structure interaction involving foundation subject to adjacent excavation are presented; with references to successfully implemented projects or research work based on finite element modelling, centrifuge experiments and field monitoring, observations and interpretations. The novel concept of limiting soil pressure due to excavation stress relief is also presented.
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    Book Title
    Soil-Structure Interaction, Underground Structures and Retaining Walls: Proceedings of the ISSMGE Technical Committee 207 International Conference on Geotechnical Engineering
    DOI
    https://doi.org/10.3233/978-1-61499-464-0-35
    Subject
    Civil geotechnical engineering
    Publication URI
    http://hdl.handle.net/10072/379135
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    • Book chapters

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