Hello,
I have a question. I am attempting to use L-K boundary conditions for my 2-D soil model. I created the model using 9-4 Quad up elements and the PressureIndependMultiYield material. I applied the boundary conditions and conducted a transient gravity analysis, which ran successfully.
However ...
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- Mon Jun 03, 2024 10:54 pm
- Forum: Condition
- Topic: Free Field & Lysmer Kuhlemeyer Boundary Condition
- Replies: 15
- Views: 18652