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    The Settlement Behavior of Piled Raft Interaction in Undrained Soil

    New search for: Barari, Amin
    New search for: Amini, Pedram Fardad
    New search for: Ibsen, Lars Bo

    Offshore piled raft foundations are one of the most commonly used foundations in offshore structures. When a raft foundation alone does not satisfy the design requirements, the addition of piles may improve both the ultimate load capacity and the settlement performance of the raft. In this paper, the behavior of a piled raft on undrained soil is studied based on a series of parametric studies on the average and differential settlement of piled raft using three-dimensional finite element analysis. The settlement behavior is found to be dependent on the number of piles and raft thickness.

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    The Settlement Behavior of Piled Raft Interaction in Undrained Soil

    New search for: Barari, Amin
    New search for: Amini, Pedram Fardad
    New search for: Ibsen, Lars Bo

    Offshore piled raft foundations are one of the most commonly used foundations in offshore structures. When a raft foundation alone does not satisfy the design requirements, the addition of piles may improve both the ultimate load capacity and the settlement performance of the raft. In this paper, the behavior of a piled raft on undrained soil is studied based on a series of parametric studies on the average and differential settlement of piled raft using three-dimensional finite element analysis. The settlement behavior is found to be dependent on the number of piles and raft thickness.

    Access

    Check access
    Check availability in my library
    Order at Subito €

    The Settlement Behavior of Piled Raft Interaction in Undrained Soil

    New search for: Barari, Amin
    New search for: Amini, Pedram Fardad
    New search for: Ibsen, Lars Bo

    Offshore piled raft foundations are one of the most commonly used foundations in offshore structures. When a raft foundation alone does not satisfy the design requirements, the addition of piles may improve both the ultimate load capacity and the settlement performance of the raft. In this paper, the behavior of a piled raft on undrained soil is studied based on a series of parametric studies on the average and differential settlement of piled raft using three-dimensional finite element analysis. The settlement behavior is found to be dependent on the number of piles and raft thickness.

    Access

    Check access
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    Title:

    The Settlement Behavior of Piled Raft Interaction in Undrained Soil

    Contributors:

    Ghalesari, Abbasali Taghavi (author) / Barari, Amin (author) / Amini, Pedram Fardad (author) / Ibsen, Lars Bo (author)

    Conference:

    Second International Conference on Geotechnical and Earthquake Engineering ; 2013 ; Chengdu, China

    Published in:

    IACGE 2013 ; 605-612

    Publication date:

    2013-10-09

    ISBN:

    9780784413128

    DOI:

    https://doi.org/10.1061/9780784413128.071

    Type of media:

    Conference paper

    Type of material:

    Electronic Resource

    Language:

    English

    Keywords:

    Raft foundations , Seismic effects , Geotechnical engineering , Soil dynamics , Soils , Pile foundations , Earthquake engineering

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