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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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