Question #694240 on Yade changed:
https://answers.launchpad.net/yade/+question/694240
Status: Open => Expired
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Question #694240 on Yade changed:
https://answers.launchpad.net/yade/+question/694240
Status: Answered => Open
Leonard is still having a problem:
Hi Jérôme,
>which axial strain did you actually reach ?
I sheared to 40% of strain, typical results could be found in [1] if you are
interested
Question #694240 on Yade changed:
https://answers.launchpad.net/yade/+question/694240
Status: Open => Answered
Jérôme Duriez proposed the following answer:
Hi,
Outside proposing to shear more (which axial strain did you actually
reach ?), I would expect your DEM model to suffer from some
New question #694240 on Yade:
https://answers.launchpad.net/yade/+question/694240
Hi everyone,
I'd like to ask you the help on any possible suggestions to make a sand sample
reach the critical state (no volumetric strain occurs) in triaxial compression
test.
I use cohFrictMat (with rolling
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