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[Question #699100]: Cohesive Soil
New question #699100 on Yade:
I'm going to model clay-silt soil, so I have to take cohesive contact law. There are a majority of the contact law in the literature, however it seems that Hertz Mindlin or Lundig contact law would be a good choice.
Does any body have any idea about the differences between Hertz Minlin and Lundig contact law?
In general what would be your suggestion in terms of contact law for Clay-Silt soil?
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