PLAXIS 2D Tutorial 02: Drained and undrained stability of an embankment


Application PLAXIS 2D
Version Latest version

In this tutorial, the construction of an embankment on clay is calculated. The clay will first be considered a drained material and then an undrained material. For both cases the factor of safety will be determined. This would for instance give an indication of both the long term and short term stability of the embankment.



 Failure mechanism for drained case (top) and undrained case (bottom)

The provided *.p2dxlog file contains all the commands to generate the model. With a Bentley Geotechnical SELECT Entitlement [GSE] license, you can use the link to save as the file (remove the extension .txt) and with the  Commands runner open to execute all commands in one go, see also this instruction.

 

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