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    Evaluating Buckling of Partially Embedded Piles with Nonlinear Horizontal Reaction Coefficient in Cohesive Soil

    New search for: Moghaddam, A.
    New search for: Mirhosseini, S. M.
    New search for: Nayeri, A.

    One of the failure factors of partially embedded piles under the structures is pile buckling. In this research program, buckling critical load of a partially embedded concrete pile in cohesive soil is evaluated using the B-spline numerical method and nonlinear horizontal reaction coefficient along with the pile. By comparing geotechnical load-bearing capacity with buckling bearing one, partially embedded piles with a higher risk of buckling failure than geotechnical one are chosen for investigation.

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    Evaluating Buckling of Partially Embedded Piles with Nonlinear Horizontal Reaction Coefficient in Cohesive Soil

    New search for: Moghaddam, A.
    New search for: Mirhosseini, S. M.
    New search for: Nayeri, A.

    One of the failure factors of partially embedded piles under the structures is pile buckling. In this research program, buckling critical load of a partially embedded concrete pile in cohesive soil is evaluated using the B-spline numerical method and nonlinear horizontal reaction coefficient along with the pile. By comparing geotechnical load-bearing capacity with buckling bearing one, partially embedded piles with a higher risk of buckling failure than geotechnical one are chosen for investigation.

    Access

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    Evaluating Buckling of Partially Embedded Piles with Nonlinear Horizontal Reaction Coefficient in Cohesive Soil

    New search for: Moghaddam, A.
    New search for: Mirhosseini, S. M.
    New search for: Nayeri, A.

    One of the failure factors of partially embedded piles under the structures is pile buckling. In this research program, buckling critical load of a partially embedded concrete pile in cohesive soil is evaluated using the B-spline numerical method and nonlinear horizontal reaction coefficient along with the pile. By comparing geotechnical load-bearing capacity with buckling bearing one, partially embedded piles with a higher risk of buckling failure than geotechnical one are chosen for investigation.

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    Title:

    Evaluating Buckling of Partially Embedded Piles with Nonlinear Horizontal Reaction Coefficient in Cohesive Soil

    Additional title:

    Soil Mech Found Eng

    Contributors:

    Moghaddam, A. (author) / Mirhosseini, S. M. (author) / Nayeri, A. (author)

    Published in:

    Soil Mechanics and Foundation Engineering ; 59 ; 68-76

    Publication date:

    2022-03-01

    Size:

    9 pages

    ISSN:

    1573-9279 , 0038-0741

    DOI:

    https://doi.org/10.1007/s11204-022-09785-9

    Type of media:

    Article (Journal)

    Type of material:

    Electronic Resource

    Language:

    English

    Keywords:

    Engineering , Engineering, general , Civil Engineering , Geoengineering, Foundations, Hydraulics

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