I am modeling a simple circular footing on the sand with prescribed displacement with Plaxis V20. The issue is that sometimes the calculation stops prematurely without finishing the process. The notification would be something like; load advancement fails, or soil failure.
Now, when I take the same exact case to Plaxis 8.6, the calculation continues normally without any issues, even the deformation looks good.
Hence, and after many runs in both versions, I think the issue is that the V20 version stops mistakenly.
My question is, how to change the stop criteria in Plaxis V20?