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  • ERROR: Accuracy condition not reached in the last step. [Error code: 110]

    I am simulating the experimental data for a free field condition for 1-g shaking with applied harmonic loading. If I am running analysis with HS-small model for dry sand. It is showing error as Accuracy condition not reached in last step. [Error code…
  • Not able to simulate exact input motion data at the base of the model.

    I am applying input motion data at the base of the model with PGA as 0.349g, time = 34.96 sec. In PLAXIS I am using 40 sec and 4000 steps with subsets =1 as time step is of 0.01 sec. In the results it was observed (the node on the prescribed displacement…
  • dynamic analysis of an earth dam

    Hi, im doing a dynamic analysis of an earth dam and I am a little confused of the boundary conditions I need to use because as you can see in the figure my model is moving like a rigid solid. I create a Line Displacement in the bottom with my Displacement…
  • Heave behind embedded beam row

    Hi, I modeled and embedded beam row in plaxis and simulated groundwater drawdown using steady State flow analysis and setting ground water heads at the extreme boundary and excavation level. I noticed that I was getting a little bit of heave behind…
  • Example Script at Coffee Corner: Geotechnical Analysis - More Efficient PLAXIS Usage with Python API

    Hello Will you share the script in the webinar ? communities.bentley.com/.../coffee-corner-geotechnical-analysis---more-efficient-plaxis-usage-with-python-api---am-and-pm-sessions-available Can we download and use it? Thank you