Tolgahan Feyizoglu's Activities

Seepage Analysis (Steady State)-Slurry Trench

Tolgahan Feyizoglu — Thu, 01 Jul 2021 15:03:27 GMT

I can perform a steady state seepage analysis by defining a non porous element (plate) on a low permeability soil. But If I define non poros element as a lower permeability soil layer (solid), plaxis does not perform the analysis. How can I solve this problem? And which one is better? Defining the slurry trench as plate or solid?

Dynamic Analysis Using max Step and Substep

Tolgahan Feyizoglu — Thu, 29 Apr 2021 09:27:11 GMT

I am running a earthquake analysis. Earthquakes time is 35 sec. I consider the differences for using max step=3500, sub step=1 and using max step=1, substep=3500. What is the difference between this 2 situation. What is the effective numbers of step and sub step for analysis? Earthquake records has accelaration value for each 0.01 sec.

Creating connection Point

Tolgahan Feyizoglu — Thu, 01 Apr 2021 14:28:26 GMT

The last version of Plaxis (Connect), there is command as "create connection". With this command, what can we do? I want to model beam and pile with connection, what will be difference between using connection point and not? I tried both of this models for analysis, but i did not see any difference on results.

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Thu, 01 Apr 2021 01:59:37 GMT

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