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PLAXIS | SOILVISION Wiki PLAXIS 2D Tutorial 15: Pile driving
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              • PLAXIS 2D Tutorial 01: Settlement of a circular footing on sand
              • PLAXIS 2D Tutorial 02: Drained and undrained stability of an embankment
              • PLAXIS 2D Tutorial 03: Submerged construction of an excavation
              • PLAXIS 2D Tutorial 04: Settlements due to tunnel construction
              • PLAXIS 2D Tutorial 05: Excavation of an NATM tunnel
              • PLAXIS 2D Tutorial 06: Dry excavation using a tie back wall
              • PLAXIS 2D Tutorial 07: Dry excavation using a tie back wall - ULS
              • PLAXIS 2D Tutorial 08: Construction of a road embankment
              • PLAXIS 2D Tutorial 09: Excavation and dewatering
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              • PLAXIS 2D Tutorial 11: Flow through an embankment
              • PLAXIS 2D Tutorial 12: Potato field moisture content
              • PLAXIS 2D Tutorial 13: Stability of dam under rapid drawdown
              • PLAXIS 2D Tutorial 14: Dynamic analysis of a generator on an elastic foundation
              • PLAXIS 2D Tutorial 15: Pile driving
              • PLAXIS 2D Tutorial 16: Free vibration and earthquake analysis of a building
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    PLAXIS 2D Tutorial 15: Pile driving

    Application PLAXIS 2D
    Version PLAXIS 2D
    Date created 20 May 2017
    Date modified 16 May 2022

    This example involves driving a concrete pile through an 11 m thick clay layer into a sand layer, as can be seen in the figure below. The pile has a diameter of 0.4 m. Pile driving is a dynamic process that causes vibrations in the surrounding soil. Moreover, excess pore pressures are generated due to the quick stress increase around the pile.

    In this example focus is placed on the irreversible deformations below the pile. In order to simulate this process most realistically, the behavior of the sand layer is modelled by means of the HS small model.

    This exercise requires a PLAXIS 2D Ultimate license to access the Dynamics features.

    The attached *.p2dxlog file contains all the commands to generate the model. With a Bentley Geotechnical SELECT Entitlement [GSE] licence, you can use the commands runner to open the *.p2dxlog file and to execute all commands in one go, see also this instruction.

    Downloads

    • Green book PLAXIS 2D CE V22.01 - Tutorial 15.pdf - instructions
    • Notepad spiral PLAXIS 2D CE V22.01 - Tutorial 15.p2dxlog [command log file]
    • Green book PLAXIS 2D CE V22 - Tutorial 15.pdf - instructions
    • Notepad spiral PLAXIS 2D CE V22 - Tutorial 15.p2dxlog [command log file]
    • Green book PLAXIS 2D CE V21 - Tutorial 15.pdf - instructions
    • Notepad spiral PLAXIS 2D CE V21 - Tutorial 15.p2dxlog [command log file]
    • PLAXIS 2D 2018 - Tutorial Lesson 13.pdf
    • PLAXIS 2D 2018 - Tutorial Lesson 13.p2dxlog [command log file]

    See also

    PLAXIS 2D Tutorial 14: Dynamic analysis of a generator on an elastic foundation    [Tutorials]


    PLAXIS 2D Tutorial 16: Free vibration and earthquake analysis of a building    [Tutorials]

    • Tutorial
    • HS small
    • dynamic
    • PLAXIS
    • pile
    • pile driving
    • dynamics
    • PLAXIS 2D
    • excess pore pressure
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    • Micha van der Sloot Created by Bentley Colleague Micha van der Sloot
    • When: Wed, Dec 18 2019 10:43 AM
    • Felipe Fonseca Last revision by Bentley Colleague Felipe Fonseca
    • When: Mon, May 16 2022 10:28 AM
    • Revisions: 7
    • Comments: 0
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