Tension Tests On Bored Piles In Sand

    Research output: Contribution to book/anthology/report/conference proceedingArticle in proceedingResearchpeer-review

    Abstract

    The lengths of the bored piles varied from 2 m to 6 m and all were of a diameter of 140 mm. The piles were tested to failure in tension and the load-displacement relations were recorded. The investigation has shown pronounced differences between the load bearing capacities obtained by different design methods. The methods proposed by Fleming et al. and Reese & O’Neill seem to produce the best match with the test results.
    Translated title of the contributionTrækforsøg med borede pæle i sand
    Original languageEnglish
    Title of host publicationELU-ULS 2006 : International symposium on ultimate limit states of geotechnical structures
    Number of pages8
    PublisherLaboratoire Central des Ponts et Chaussées
    Publication date2006
    Pages87-94
    ISBN (Print)2720824682
    Publication statusPublished - 2006
    EventInternational symposium on ultimate limit states of geotechnical structures - Paris, France
    Duration: 23 Aug 200625 Aug 2006

    Conference

    ConferenceInternational symposium on ultimate limit states of geotechnical structures
    CountryFrance
    CityParis
    Period23/08/200625/08/2006

    Fingerprint

    Piles
    Sand
    Bearing capacity
    Loads (forces)

    Keywords

    • Soil Conditions
    • Earth Pressure
    • Plastic Zone
    • Finite Element Modeling
    • Uplift Capacity

    Cite this

    Krabbenhøft, S., Clausen, J., & Damkilde, L. (2006). Tension Tests On Bored Piles In Sand. In ELU-ULS 2006: International symposium on ultimate limit states of geotechnical structures (pp. 87-94). Laboratoire Central des Ponts et Chaussées.
    Krabbenhøft, Sven ; Clausen, Johan ; Damkilde, Lars. / Tension Tests On Bored Piles In Sand. ELU-ULS 2006: International symposium on ultimate limit states of geotechnical structures. Laboratoire Central des Ponts et Chaussées, 2006. pp. 87-94
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    abstract = "The lengths of the bored piles varied from 2 m to 6 m and all were of a diameter of 140 mm. The piles were tested to failure in tension and the load-displacement relations were recorded. The investigation has shown pronounced differences between the load bearing capacities obtained by different design methods. The methods proposed by Fleming et al. and Reese & O’Neill seem to produce the best match with the test results.",
    keywords = "Soil Conditions, Earth Pressure, Plastic Zone, Finite Element Modeling, Uplift Capacity, Soil Conditions, Earth Pressure, Plastic Zone, Finite Element Modeling, Uplift Capacity",
    author = "Sven Krabbenh{\o}ft and Johan Clausen and Lars Damkilde",
    year = "2006",
    language = "English",
    isbn = "2720824682",
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    publisher = "Laboratoire Central des Ponts et Chauss{\'e}es",

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    Krabbenhøft, S, Clausen, J & Damkilde, L 2006, Tension Tests On Bored Piles In Sand. in ELU-ULS 2006: International symposium on ultimate limit states of geotechnical structures. Laboratoire Central des Ponts et Chaussées, pp. 87-94, Paris, France, 23/08/2006.

    Tension Tests On Bored Piles In Sand. / Krabbenhøft, Sven; Clausen, Johan; Damkilde, Lars.

    ELU-ULS 2006: International symposium on ultimate limit states of geotechnical structures. Laboratoire Central des Ponts et Chaussées, 2006. p. 87-94.

    Research output: Contribution to book/anthology/report/conference proceedingArticle in proceedingResearchpeer-review

    TY - GEN

    T1 - Tension Tests On Bored Piles In Sand

    AU - Krabbenhøft, Sven

    AU - Clausen, Johan

    AU - Damkilde, Lars

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    N2 - The lengths of the bored piles varied from 2 m to 6 m and all were of a diameter of 140 mm. The piles were tested to failure in tension and the load-displacement relations were recorded. The investigation has shown pronounced differences between the load bearing capacities obtained by different design methods. The methods proposed by Fleming et al. and Reese & O’Neill seem to produce the best match with the test results.

    AB - The lengths of the bored piles varied from 2 m to 6 m and all were of a diameter of 140 mm. The piles were tested to failure in tension and the load-displacement relations were recorded. The investigation has shown pronounced differences between the load bearing capacities obtained by different design methods. The methods proposed by Fleming et al. and Reese & O’Neill seem to produce the best match with the test results.

    KW - Soil Conditions

    KW - Earth Pressure

    KW - Plastic Zone

    KW - Finite Element Modeling

    KW - Uplift Capacity

    KW - Soil Conditions

    KW - Earth Pressure

    KW - Plastic Zone

    KW - Finite Element Modeling

    KW - Uplift Capacity

    M3 - Article in proceeding

    SN - 2720824682

    SP - 87

    EP - 94

    BT - ELU-ULS 2006

    PB - Laboratoire Central des Ponts et Chaussées

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    Krabbenhøft S, Clausen J, Damkilde L. Tension Tests On Bored Piles In Sand. In ELU-ULS 2006: International symposium on ultimate limit states of geotechnical structures. Laboratoire Central des Ponts et Chaussées. 2006. p. 87-94