Dear
I modeled a real region and import data from the point cloud data into Plaxis. I defined the “surface groundwater flow boundary condition” to define different infiltration for different areas. The infiltration behavior is set to “time dependent” function. In addition, the phases are defined as the following:
Initial phase:
Calculation type: Flow only
Pore pressure calculation type: steady state groundwater flow
…
2nd phase:
Pore pressure calculation type: Transient groundwater flow
Time interval: 15 days
Max number of steps stored: 250
I analyzed the model, but it did not give me any changes in the pore pressure output results for different phases steps.
I would be thankful if you may please guide me why is this happened
Thanks for your response
I attach the file for more information
Amir Farshadfar
Is there any body from the Plaxis team to answer the questions?
Sincerely
Dear Amir,
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