Essai de chargement de pointe: facteurs d'influence et détermination de modules de déformation

Translated title of the contribution: Cone loading test: influence factors and deformation moduli determination

H. Ali, P. Reiffsteck, H. van de Graaf, A.E.C. van der Stoel, R. Gourves, C. Bacconet, F. Baguelin

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

    1 Citation (Scopus)
    40 Downloads (Pure)

    Abstract

    The Cone Loading Test with a static penetrometer consists in stopping the penetration at a desired level and carrying out a loading of the cone by successive steps until the rupture of the ground. We obtain a loading curve connecting the applied pressure on the cone to the settlement resulting from this one. This communication presents the various factors of influence, the correction methods and a deformation moduli study developed to carry out the interpretation of a Cone Loading Test. We present the results collected from a campaign carried out with a semi-heavy traditional static penetrometer.
    Original languageFrench
    Title of host publication17th International Conference on Soil Mechanics and Geotechnical Engineering
    Subtitle of host publication5-9 October 2009, Alexandria, Egypt
    EditorsMamdouh Hamza, Marawan Shahien, Yasser El-Mossallamy
    Place of PublicationAmsterdam
    PublisherIOS Press
    Pages985-988
    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

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    Keywords

    • METIS-259375

    Cite this

    Ali, H., Reiffsteck, P., van de Graaf, H., van der Stoel, A. E. C., Gourves, R., Bacconet, C., & Baguelin, F. (2009). Essai de chargement de pointe: facteurs d'influence et détermination de modules de déformation. In M. Hamza, M. Shahien, & Y. El-Mossallamy (Eds.), 17th International Conference on Soil Mechanics and Geotechnical Engineering: 5-9 October 2009, Alexandria, Egypt (pp. 985-988). Amsterdam: IOS Press. https://doi.org/10.3233/978-1-60750-031-5-985
    Ali, H. ; Reiffsteck, P. ; van de Graaf, H. ; van der Stoel, A.E.C. ; Gourves, R. ; Bacconet, C. ; Baguelin, F. / Essai de chargement de pointe : facteurs d'influence et détermination de modules de déformation. 17th International Conference on Soil Mechanics and Geotechnical Engineering: 5-9 October 2009, Alexandria, Egypt. editor / Mamdouh Hamza ; Marawan Shahien ; Yasser El-Mossallamy. Amsterdam : IOS Press, 2009. pp. 985-988
    @inproceedings{c908d933a4c34e26810ec0ecf75cdc19,
    title = "Essai de chargement de pointe: facteurs d'influence et d{\'e}termination de modules de d{\'e}formation",
    abstract = "The Cone Loading Test with a static penetrometer consists in stopping the penetration at a desired level and carrying out a loading of the cone by successive steps until the rupture of the ground. We obtain a loading curve connecting the applied pressure on the cone to the settlement resulting from this one. This communication presents the various factors of influence, the correction methods and a deformation moduli study developed to carry out the interpretation of a Cone Loading Test. We present the results collected from a campaign carried out with a semi-heavy traditional static penetrometer.",
    keywords = "METIS-259375",
    author = "H. Ali and P. Reiffsteck and {van de Graaf}, H. and {van der Stoel}, A.E.C. and R. Gourves and C. Bacconet and F. Baguelin",
    year = "2009",
    month = "10",
    day = "5",
    doi = "10.3233/978-1-60750-031-5-985",
    language = "French",
    isbn = "978-1-60750-031-5",
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    editor = "Mamdouh Hamza and Marawan Shahien and Yasser El-Mossallamy",
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    Ali, H, Reiffsteck, P, van de Graaf, H, van der Stoel, AEC, Gourves, R, Bacconet, C & Baguelin, F 2009, Essai de chargement de pointe: facteurs d'influence et détermination de modules de déformation. in M Hamza, M Shahien & Y El-Mossallamy (eds), 17th International Conference on Soil Mechanics and Geotechnical Engineering: 5-9 October 2009, Alexandria, Egypt. IOS Press, Amsterdam, pp. 985-988, 17th International Conference on Soil Mechanics & Geotechnical Engineering 2009, Alexandria, Egypt, 5/10/09. https://doi.org/10.3233/978-1-60750-031-5-985

    Essai de chargement de pointe : facteurs d'influence et détermination de modules de déformation. / Ali, H.; Reiffsteck, P.; van de Graaf, H.; van der Stoel, A.E.C.; Gourves, R.; Bacconet, C.; Baguelin, F.

    17th International Conference on Soil Mechanics and Geotechnical Engineering: 5-9 October 2009, Alexandria, Egypt. ed. / Mamdouh Hamza; Marawan Shahien; Yasser El-Mossallamy. Amsterdam : IOS Press, 2009. p. 985-988.

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

    TY - GEN

    T1 - Essai de chargement de pointe

    T2 - facteurs d'influence et détermination de modules de déformation

    AU - Ali, H.

    AU - Reiffsteck, P.

    AU - van de Graaf, H.

    AU - van der Stoel, A.E.C.

    AU - Gourves, R.

    AU - Bacconet, C.

    AU - Baguelin, F.

    PY - 2009/10/5

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    N2 - The Cone Loading Test with a static penetrometer consists in stopping the penetration at a desired level and carrying out a loading of the cone by successive steps until the rupture of the ground. We obtain a loading curve connecting the applied pressure on the cone to the settlement resulting from this one. This communication presents the various factors of influence, the correction methods and a deformation moduli study developed to carry out the interpretation of a Cone Loading Test. We present the results collected from a campaign carried out with a semi-heavy traditional static penetrometer.

    AB - The Cone Loading Test with a static penetrometer consists in stopping the penetration at a desired level and carrying out a loading of the cone by successive steps until the rupture of the ground. We obtain a loading curve connecting the applied pressure on the cone to the settlement resulting from this one. This communication presents the various factors of influence, the correction methods and a deformation moduli study developed to carry out the interpretation of a Cone Loading Test. We present the results collected from a campaign carried out with a semi-heavy traditional static penetrometer.

    KW - METIS-259375

    U2 - 10.3233/978-1-60750-031-5-985

    DO - 10.3233/978-1-60750-031-5-985

    M3 - Conference contribution

    SN - 978-1-60750-031-5

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    BT - 17th International Conference on Soil Mechanics and Geotechnical Engineering

    A2 - Hamza, Mamdouh

    A2 - Shahien, Marawan

    A2 - El-Mossallamy, Yasser

    PB - IOS Press

    CY - Amsterdam

    ER -

    Ali H, Reiffsteck P, van de Graaf H, van der Stoel AEC, Gourves R, Bacconet C et al. Essai de chargement de pointe: facteurs d'influence et détermination de modules de déformation. In Hamza M, Shahien M, El-Mossallamy Y, editors, 17th International Conference on Soil Mechanics and Geotechnical Engineering: 5-9 October 2009, Alexandria, Egypt. Amsterdam: IOS Press. 2009. p. 985-988 https://doi.org/10.3233/978-1-60750-031-5-985