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Message #04981
Re: [Question #172107]: Difference between volumetric strains evaluated by strains and void ratio
Question #172107 on Yade changed:
https://answers.launchpad.net/yade/+question/172107
Status: Open => Answered
tranviet proposed the following answer:
Hi Janaka,
I have modified my triaxial test a little bit, and the soil domain is anisotropic also :D
Now I understand your idea , I can look at the isotropic compaction process;anyway, I think we should look at the codes to see how all parameters were calculated.
Cheers,
Viet
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