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    Ultimate Bearing Capacity of Clay Soils Determined Using Finite Element Analysis and Derivative-based Cubic Regression

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    Ultimate Bearing Capacity of Clay Soils Determined Using Finite Element Analysis and Derivative-based Cubic Regression

    New search for: Nguyen, Phuong Tuan
    New search for: Dang, Truong Xuan
    New search for: Nguyen, Tuan Anh
    New search for: Vo, Luan Nhat
    New search for: Van Vu Tran, Hoa

    Access

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    Check availability in my library
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    Ultimate Bearing Capacity of Clay Soils Determined Using Finite Element Analysis and Derivative-based Cubic Regression

    New search for: Nguyen, Phuong Tuan
    New search for: Dang, Truong Xuan
    New search for: Nguyen, Tuan Anh
    New search for: Vo, Luan Nhat
    New search for: Van Vu Tran, Hoa

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    Title:

    Ultimate Bearing Capacity of Clay Soils Determined Using Finite Element Analysis and Derivative-based Cubic Regression

    Additional title:

    Transp. Infrastruct. Geotech.

    Contributors:

    Nguyen, Phuong Tuan (author) / Dang, Truong Xuan (author) / Nguyen, Tuan Anh (author) / Vo, Luan Nhat (author) / Van Vu Tran, Hoa (author)

    Published in:

    Transportation Infrastructure Geotechnology ; 12

    Publication date:

    2025-01-01

    ISSN:

    2196-7210

    DOI:

    https://doi.org/10.1007/s40515-024-00467-7

    Type of media:

    Article (Journal)

    Type of material:

    Electronic Resource

    Language:

    English

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