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Plaxis Dynamic analyis with PM4sand model
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Plaxis Dynamic analyis with PM4sand model
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MÜNİRE DÜLGER
over 4 years ago
I am doctorate student. I want to modelling uplift behaviou of pipe in liquefiable soil.
I have used PM4sand model for liquefiable material. I have a problem about interface. When I activete interface on pipe, The analysis of dynamic time stop and ıt don't continue. When I do inactive interface, The analysis continue. What is the problem about that ? I can't calculate excess porepresure homogenous around of pipe. It gives so high values.
I have added my analysis folder:
https://we.tl/t-7p6Ia1DHsD
Best Regards,
Münire Dülger
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MÜNİRE DÜLGER
Sun, Apr 5 2020 5:17 AM
I have just started working for thesis. I am a doctorate student. Who are you working with? What are you working on?
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MÜNİRE DÜLGER
Sun, Apr 5 2020 5:17 AM
I have just started working for thesis. I am a doctorate student. Who are you working with? What are you working on?
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