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    MPM Simulation of the Installation of an Impact-Driven Pile in Dry Sand and Subsequent Axial Bearing Capacity 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2024:;Volume ( 150 ):;issue: 004:;page 04024019-1
    Author(s): Vahid Galavi; Mario Martinelli
    Publisher: ASCE
    Abstract: Pile installation leads to significant changes in soil state (i.e., void ratio and effective stress) around the pile, which affects stiffness and bearing capacity. Currently, the driveability of piles is analyzed using ...
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    Geometrical Nonlinearities on the Bearing Capacity in Clay: A Validation Data Set for Numerical Tools 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2024:;Volume ( 150 ):;issue: 010:;page 04024084-1
    Author(s): Cor Zwanenburg; Britt Wittekoek; Etienne Alderlieste; Mario Martinelli
    Publisher: American Society of Civil Engineers
    Abstract: A series of plate loading tests on clay has been conducted in the centrifuge. The aim of the tests is to create a data set, which is freely downloadable, to validate numerical tools that account for geometrical nonlinearities. ...
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    Simulation of Liquefaction and Retrogressive Slope Failure in Loose Coarse-Grained Material 

    Source: International Journal of Geomechanics:;2019:;Volume ( 019 ):;issue: 010
    Author(s): Sabatino Cuomo; Pooyan Ghasemi; Mario Martinelli; Michele Calvello
    Publisher: American Society of Civil Engineers
    Abstract: Flowslides and retrogressive slope failures are usually triggered from a significant drop of shear strength in loose coarse-grained materials, including static liquefaction and successive large deformations. A 4-step ...
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