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    Conclusions and Future Work

    New search for: Hong, Yi
    New search for: Wang, Lizhong

    Abstract Major objective of this research is to investigate ground deformation , soil-structure interaction and base instability of excavations in clay subjected to hydraulic uplift. Three methodologies, namely field monitoring, centrifuge modelling and finite element analysis , are adopted.

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    Conclusions and Future Work

    New search for: Hong, Yi
    New search for: Wang, Lizhong

    Abstract Major objective of this research is to investigate ground deformation , soil-structure interaction and base instability of excavations in clay subjected to hydraulic uplift. Three methodologies, namely field monitoring, centrifuge modelling and finite element analysis , are adopted.

    Access

    Check access
    Check availability in my library
    Order at Subito €

    Conclusions and Future Work

    New search for: Hong, Yi
    New search for: Wang, Lizhong

    Abstract Major objective of this research is to investigate ground deformation , soil-structure interaction and base instability of excavations in clay subjected to hydraulic uplift. Three methodologies, namely field monitoring, centrifuge modelling and finite element analysis , are adopted.

    Access

    Check access
    Check availability in my library
    Order at Subito €

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    Title:

    Conclusions and Future Work

    Contributors:

    Hong, Yi (author) / Wang, Lizhong (author)

    Published in:

    Deformation and Failure Mechanism of Excavation in Clay Subjected to Hydraulic Uplift ; 145-153

    Advanced Topics in Science and Technology in China

    Publication date:

    2015-12-02

    Size:

    9 pages

    ISBN:

    978-3-662-46507-3 , 978-3-662-46506-6

    ISSN:

    1995-6827 , 1995-6819

    DOI:

    https://doi.org/10.1007/978-3-662-46507-3_10

    Type of media:

    Article/Chapter (Book)

    Type of material:

    Electronic Resource

    Language:

    English

    Keywords:

    Pore Water Pressure , Earth Pressure , Stress Path , Soft Clay , Excess Pore Water Pressure Engineering , Geoengineering, Foundations, Hydraulics , Geotechnical Engineering & Applied Earth Sciences , Numerical Analysis

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