yade-users team mailing list archive

Thread
Date

Re: [Question #694240]: How to reach ctitical state in a triaxial compression test?

To: yade-users@xxxxxxxxxxxxxxxxxxx
From: Jérôme Duriez <question694240@xxxxxxxxxxxxxxxxxxxxx>
Date: Mon, 07 Dec 2020 13:41:06 -0000
Reply-to: question694240@xxxxxxxxxxxxxxxxxxxxx
Sender: bounces@xxxxxxxxxxxxx

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 biais
affecting the simulated rheology, if that one is not the one of granular
soils.

Even though this answer probably does not help, maybe it s a motivation
to check what are the parameters of DEM simulations that influence DEM
results. ;-)

-- 
You received this question notification because your team yade-users is
an answer contact for Yade.