Validation of numerical model components of LTP by means of experimental data

H. Slaats, A.E.C. van der Stoel

    Research output: Chapter in Book/Report/Conference proceedingConference contributionAcademicpeer-review

    1 Citation (Scopus)
    93 Downloads (Pure)

    Abstract

    At Delft University, research was conducted on the validation of the numerical model components of a model to determine the bending moments in slender piles of a Load Transfer Platform (LTP) using the 2D and 3D FEM software PLAXIS. A reliability analysis of PLAXIS was applied on the following five aspects: soil arching, pull-out behaviour of a geogrid, direct shear behaviour of a geogrid, laterally loaded piles by a horizontal force on the pile cap and laterally loaded piles by an embankment. The reliability analysis of PLAXIS for all different aspects is based on an executed laboratory test. The information about the test is obtained from literature.
    Original languageEnglish
    Title of host publication17th International Conference on Soil Mechanics & Geotechnical Engineering
    Subtitle of host publication5-9 October 2009, Alexandria, Egypt
    EditorsMamdouh Hamza, Marawan Shahien, Yasser El-Mossallamy
    Place of PublicationAmsterdam
    PublisherIOS Press
    Pages1582-1585
    ISBN (Print)978-1-60750-031-5
    DOIs
    Publication statusPublished - 5 Oct 2009
    Event17th International Conference on Soil Mechanics & Geotechnical Engineering 2009: The Academia and Practice of Geotechnical Engineering - Alexandria, Egypt
    Duration: 5 Oct 20099 Oct 2009
    Conference number: 17

    Conference

    Conference17th International Conference on Soil Mechanics & Geotechnical Engineering 2009
    CountryEgypt
    CityAlexandria
    Period5/10/099/10/09

    Fingerprint

    Piles
    Numerical models
    Reliability analysis
    Embankments
    Bending moments
    Soils
    Finite element method

    Keywords

    • METIS-259374

    Cite this

    Slaats, H., & van der Stoel, A. E. C. (2009). Validation of numerical model components of LTP by means of experimental data. In M. Hamza, M. Shahien, & Y. El-Mossallamy (Eds.), 17th International Conference on Soil Mechanics & Geotechnical Engineering: 5-9 October 2009, Alexandria, Egypt (pp. 1582-1585). Amsterdam: IOS Press. https://doi.org/10.3233/978-1-60750-031-5-1582
    Slaats, H. ; van der Stoel, A.E.C. / Validation of numerical model components of LTP by means of experimental data. 17th International Conference on Soil Mechanics & Geotechnical Engineering: 5-9 October 2009, Alexandria, Egypt. editor / Mamdouh Hamza ; Marawan Shahien ; Yasser El-Mossallamy. Amsterdam : IOS Press, 2009. pp. 1582-1585
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    title = "Validation of numerical model components of LTP by means of experimental data",
    abstract = "At Delft University, research was conducted on the validation of the numerical model components of a model to determine the bending moments in slender piles of a Load Transfer Platform (LTP) using the 2D and 3D FEM software PLAXIS. A reliability analysis of PLAXIS was applied on the following five aspects: soil arching, pull-out behaviour of a geogrid, direct shear behaviour of a geogrid, laterally loaded piles by a horizontal force on the pile cap and laterally loaded piles by an embankment. The reliability analysis of PLAXIS for all different aspects is based on an executed laboratory test. The information about the test is obtained from literature.",
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    author = "H. Slaats and {van der Stoel}, A.E.C.",
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    Slaats, H & van der Stoel, AEC 2009, Validation of numerical model components of LTP by means of experimental data. in M Hamza, M Shahien & Y El-Mossallamy (eds), 17th International Conference on Soil Mechanics & Geotechnical Engineering: 5-9 October 2009, Alexandria, Egypt. IOS Press, Amsterdam, pp. 1582-1585, 17th International Conference on Soil Mechanics & Geotechnical Engineering 2009, Alexandria, Egypt, 5/10/09. https://doi.org/10.3233/978-1-60750-031-5-1582

    Validation of numerical model components of LTP by means of experimental data. / Slaats, H.; van der Stoel, A.E.C.

    17th International Conference on Soil Mechanics & Geotechnical Engineering: 5-9 October 2009, Alexandria, Egypt. ed. / Mamdouh Hamza; Marawan Shahien; Yasser El-Mossallamy. Amsterdam : IOS Press, 2009. p. 1582-1585.

    Research output: Chapter in Book/Report/Conference proceedingConference contributionAcademicpeer-review

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    N2 - At Delft University, research was conducted on the validation of the numerical model components of a model to determine the bending moments in slender piles of a Load Transfer Platform (LTP) using the 2D and 3D FEM software PLAXIS. A reliability analysis of PLAXIS was applied on the following five aspects: soil arching, pull-out behaviour of a geogrid, direct shear behaviour of a geogrid, laterally loaded piles by a horizontal force on the pile cap and laterally loaded piles by an embankment. The reliability analysis of PLAXIS for all different aspects is based on an executed laboratory test. The information about the test is obtained from literature.

    AB - At Delft University, research was conducted on the validation of the numerical model components of a model to determine the bending moments in slender piles of a Load Transfer Platform (LTP) using the 2D and 3D FEM software PLAXIS. A reliability analysis of PLAXIS was applied on the following five aspects: soil arching, pull-out behaviour of a geogrid, direct shear behaviour of a geogrid, laterally loaded piles by a horizontal force on the pile cap and laterally loaded piles by an embankment. The reliability analysis of PLAXIS for all different aspects is based on an executed laboratory test. The information about the test is obtained from literature.

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    A2 - Hamza, Mamdouh

    A2 - Shahien, Marawan

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    Slaats H, van der Stoel AEC. Validation of numerical model components of LTP by means of experimental data. In Hamza M, Shahien M, El-Mossallamy Y, editors, 17th International Conference on Soil Mechanics & Geotechnical Engineering: 5-9 October 2009, Alexandria, Egypt. Amsterdam: IOS Press. 2009. p. 1582-1585 https://doi.org/10.3233/978-1-60750-031-5-1582