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Re: [Question #702735]: Possible reasons why not introduce gravity in triaxial compression tests in DEM

 

Question #702735 on Yade changed:
https://answers.launchpad.net/yade/+question/702735

robanmiller posted a new comment:
The basic state lines (CSL) of triaxial pressure tests for both free and
medium thick frameworks show that the basic void proportion is
autonomous of the underlying thickness however increments with expansion
in bond strength. Expanding the bond strength builds the expansion,
which prompts a higher basic state void proportion<a
href="https://pickleballcloud.com";>.</a>

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