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    Numerical Study of Laterally Loaded Pile in Unsaturated Soils

    New search for: Lalicata, L. M.
    New search for: Rotisciani, G. M.
    New search for: Desideri, A.
    New search for: Casini, F.
    New search for: Thorel, L.

    Abstract This note presents the preliminary outcomes of a numerical investigation on the influence of soil partial saturation on the behaviour of laterally loaded piles. The modified Cam clay model extended to unsaturated conditions and formulated in terms of Bishop’s effective stress has been used to analyse the results of centrifuge tests designed to address this topic. The model, calibrated on laboratory tests, well reproduces the main aspects of the soil-pile interaction. Load-deflection relationships and bending moments are analysed together with soil reactions against the pile and the strength mobilization level in the soil. The paper points out the significant changes in the pile response given by any variations in soil saturation conditions.

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    Numerical Study of Laterally Loaded Pile in Unsaturated Soils

    New search for: Lalicata, L. M.
    New search for: Rotisciani, G. M.
    New search for: Desideri, A.
    New search for: Casini, F.
    New search for: Thorel, L.

    Abstract This note presents the preliminary outcomes of a numerical investigation on the influence of soil partial saturation on the behaviour of laterally loaded piles. The modified Cam clay model extended to unsaturated conditions and formulated in terms of Bishop’s effective stress has been used to analyse the results of centrifuge tests designed to address this topic. The model, calibrated on laboratory tests, well reproduces the main aspects of the soil-pile interaction. Load-deflection relationships and bending moments are analysed together with soil reactions against the pile and the strength mobilization level in the soil. The paper points out the significant changes in the pile response given by any variations in soil saturation conditions.

    Access

    Check access
    Check availability in my library
    Order at Subito €

    Numerical Study of Laterally Loaded Pile in Unsaturated Soils

    New search for: Lalicata, L. M.
    New search for: Rotisciani, G. M.
    New search for: Desideri, A.
    New search for: Casini, F.
    New search for: Thorel, L.

    Abstract This note presents the preliminary outcomes of a numerical investigation on the influence of soil partial saturation on the behaviour of laterally loaded piles. The modified Cam clay model extended to unsaturated conditions and formulated in terms of Bishop’s effective stress has been used to analyse the results of centrifuge tests designed to address this topic. The model, calibrated on laboratory tests, well reproduces the main aspects of the soil-pile interaction. Load-deflection relationships and bending moments are analysed together with soil reactions against the pile and the strength mobilization level in the soil. The paper points out the significant changes in the pile response given by any variations in soil saturation conditions.

    Access

    Check access
    Check availability in my library
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    Title:

    Numerical Study of Laterally Loaded Pile in Unsaturated Soils

    Contributors:

    Lalicata, L. M. (author) / Rotisciani, G. M. (author) / Desideri, A. (author) / Casini, F. (author) / Thorel, L. (author)

    Published in:

    Geotechnical Research for Land Protection and Development ; 713-722

    Lecture Notes in Civil Engineering ; 40

    Publication date:

    2019-06-23

    Size:

    10 pages

    ISBN:

    978-3-030-21359-6 , 978-3-030-21358-9

    ISSN:

    2366-2557 , 2366-2565

    DOI:

    https://doi.org/10.1007/978-3-030-21359-6_76

    Type of media:

    Article/Chapter (Book)

    Type of material:

    Electronic Resource

    Language:

    English

    Keywords:

    Partial saturation , Constitutive modelling , Soil-structure interaction , Piles , Horizontal load , Bending moments Engineering , Geoengineering, Foundations, Hydraulics , Geotechnical Engineering & Applied Earth Sciences , Natural Hazards , Sustainable Development

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