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PLAXIS | SOILVISION
PLAXIS | SOILVISION Wiki Tutorials PLAXIS 2D
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    • -Geotechnical Analysis Wiki
      • +Geotechnical SELECT Entitlements [GSE]
      • -PLAXIS
        • +Software and License - PLAXIS
        • -Documentation - PLAXIS
          • +Manuals - PLAXIS
          • -Tutorials - PLAXIS
            • -Tutorials PLAXIS 2D
              • 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
              • PLAXIS 2D Tutorial 10: Cyclic vertical capacity and stiffness of circular underwater footing
              • 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
              • PLAXIS 2D Tutorial 17: Thermal expansion of a navigable lock
              • PLAXIS 2D Tutorial 18: Freeze pipes in tunnel construction
            • +Tutorials PLAXIS 3D
            • Slope stability for road construction project: using FEM and LEM
          • +Verifications - PLAXIS
        • +API / Python scripting - PLAXIS
        • +Known issues - PLAXIS
        • +Models - PLAXIS
        • +Tips and Tricks
        • +Publications
        • +Videos - PLAXIS
      • +PLAXIS LE
      • +PLAXIS Monopile Designer
      • +SOILVISION
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    • +Working from home with PLAXIS
    • +Working from home with PLAXIS LE

     
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    Tutorials PLAXIS 2D

    This section contains the PLAXIS 2D Tutorials

    PLAXIS 2D Tutorial 01: Settlement of a circular footing on sand

    PLAXIS 2D Tutorial showcasing the model of a circular footing for load - settlement curves

    • footing
    • axisymmetric
    • axi-symmetric
    • tags:
    PLAXIS 2D Tutorial 02: Drained and undrained stability of an embankment

    PLAXIS 2D Tutorial showcasing how to investigate drained and undrained slope stability and obtaining the Factor of Safety.

    • undrained
    • stability
    • slope stability
    • factor of safety
    • embankment
    • tags:
    PLAXIS 2D Tutorial 03: Submerged construction of an excavation

    This PLAXIS 2D Tutorial shows how to set up a deep excavation

    • fixed end
    • fe anchor
    • excavation
    • anchor
    • tags:
    PLAXIS 2D Tutorial 04: Settlements due to tunnel construction

    PLAXIS 2D Tutorial showing to obtain surface settlements due to tunnel construction and check structural integrity

    • tunnel lining
    • tunnel
    • tbm
    • shield tunnel
    • grouting
    • embedded pile row
    • tags:
    PLAXIS 2D Tutorial 05: Excavation of an NATM tunnel

    This PLAXIS 2D Tutorial uses the Hoek Brown model to study rock behaviour and an NATM tunnel underneath a slope

    • tunnel
    • shotcrete
    • rock
    • hoek-brown
    • gravity loading
    • beta-method
    • NATM tunnel
    • NATM
    • tags:
    PLAXIS 2D Tutorial 06: Dry excavation using a tie back wall

    A PLAXIS 2D Tutorial how to model a deep excavation and dewater a excavation pit

    • prestressed ground anchors
    • prestress
    • groundwater flow
    • groundwater
    • excavation
    • embedded pile row
    • diaphragm wall
    • tags:
    PLAXIS 2D Tutorial 07: Dry excavation using a tie back wall - ULS

    This PLAXIS 2D tutorial explores the use of design approaches (e.g. Eurocode 7, Design approach 3D) for a deep excavation project

    • ultimate limit state
    • ultimate limit
    • uls
    • prestressed ground anchors
    • prestress
    • groundwater
    • excavation
    • embedded pile row
    • design approaches
    • design approach
    • tags:
    PLAXIS 2D Tutorial 08: Construction of a road embankment

    The consolidation process and the influence on the stability is studied in this PLAXIS 2D tutorial for a road embankment

    • updated water pressures
    • updated mesh
    • undrained behaviour
    • undrained
    • safety analysis
    • phi-c reduction
    • excess pore pressure
    • embankment
    • drains
    • drain
    • dissipate
    • consolidation
    • tags:
    PLAXIS 2D Tutorial 09: Excavation and dewatering

    This PLAXIS 2D Tutorial walks you through the steps to use wells for deep excavation dewatering in a groundwater flow analysis

    • well
    • sheet pile wall
    • groundwater flow
    • groundwater
    • flow around
    • excavation
    • tags:
    PLAXIS 2D Tutorial 10: Cyclic vertical capacity and stiffness of circular underwater footing

    This PLAXIS 2D Tutorial explores the use of a cyclic accumulation model for offshore applications: UDCAM-S

    • udcam-s
    • udcam
    • offshore
    • cyclic accumulation
    • cyclic
    • tags:
    PLAXIS 2D Tutorial 11: Flow through an embankment

    Setting up a transient groundwater flow analysis through an embankment is explained in this PLAXIS 2D Tutorial

    • river
    • plaxflow
    • groundwater flow
    • groundwater
    • flow mode
    • embankment
    • tags:
    PLAXIS 2D Tutorial 12: Potato field moisture content
    • weather conditions
    • transient
    • time-dependent
    • precipitation
    • potato field
    • groundwater flow
    • groundwater
    • flow mode
    • evaporation
    • boundary conditions
    • agricultural
    • tags:
    PLAXIS 2D Tutorial 13: Stability of dam under rapid drawdown

    In this PLAXIS 2D Tutorial, a dam with a reservoir is modeled, simulating different drawdown scenarios to check the stability

    • transient
    • stability
    • reservoir
    • groundwater flow
    • groundwater
    • embankment
    • dam
    • advanced mode
    • tags:
    PLAXIS 2D Tutorial 14: Dynamic analysis of a generator on an elastic foundation

    This PLAXIS 2D Tutorial models the dynamics soil response from a generator in a 2D axisymmetric model and explores damping behaviour

    • generator
    • foundation
    • dynamics
    • dynamic
    • damping
    • axisymmetric
    • axi-symmetric
    • tags:
    PLAXIS 2D Tutorial 15: Pile driving

    This PLAXIS 2D tutorial example shows the effect on the surrounding soil of a single blow during pile driving

    • pile driving
    • pile
    • excess pore pressure
    • dynamics
    • dynamic
    • HS small
    • tags:
    PLAXIS 2D Tutorial 16: Free vibration and earthquake analysis of a building

    In this tutorial we will apply an earthquake signal and inspect a building's response.

    • natural frequency
    • free vibration
    • earthquake
    • dynamics
    • dynamic
    • building
    • tags:
    PLAXIS 2D Tutorial 17: Thermal expansion of a navigable lock

    In this PLAXIS 2D Tutorial, a lock is set dry and exposed to temperature changes. The temperature effects on the soil are explored in this lesson.

    • weather conditions
    • thermal
    • expansion
    • air temperature
    • tags:
    PLAXIS 2D Tutorial 18: Freeze pipes in tunnel construction

    This PLAXIS 2D tutorial shows how freeze pipes can help stability for tunnel construction.

    • thermal
    • heatpipe
    • heat
    • ground freezing
    • freezing
    • freeze
    • tags:
    • Tutorial
    • tutorials
    • PLAXIS
    • exercise
    • PLAXIS 2D
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    • Micha van der Sloot Created by Bentley Colleague Micha van der Sloot
    • When: Tue, Dec 17 2019 11:07 AM
    • Micha van der Sloot Last revision by Bentley Colleague Micha van der Sloot
    • When: Tue, Jun 1 2021 7:18 AM
    • Revisions: 4
    • Comments: 0
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