Geostress Balance and Loading Settings #32
kuailebozai
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What method are you using to initialize the stresses? Quasi-static or the K0 method. |
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Hello, |
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Hello everyone:
I am using anura 3d-2019.1b version. I modeled the pile-bearing embankment, but I can't complete it in the first step for ground stress balance. And I don't know how to continue to add embankment fill after the first step is completed (as shown in the picture in the second step to apply blue and yellow part of fill).
I hope someone can help me to solve the problem, thank you very much!
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