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Good morning Forum and kesavapraba!

I am so glad of your reply, behind this posts there are struggles.

Excatly, my analysis focuses on the tilting under overturning moment and vertical load of a shallow foundations.

So, now I've got a crucial answer: the output of the analysis of the model in ...

Good morning STKO team.

Thank you :D
Before to go in further investigation one moment:
as I've described in my model at the moment there aren't contact elements (as the zerolenghtASDimplex) so the soil and foundation element are directly in contact.
I did not apply any particular condition or ...

Hello kesavapraba!
Really interesting webinar but sadly it ends right when the shallow foundation is added.
Do you know if eventually there is online the 2nd part of this webinar where the foundation is added?
Thanks a lot!

Thanks a lot for your answer.
No, I did not watch it, I am going for sure to do that. I'll let you know how to figure out the problem if I'll find the solution.
Could maybe the Contact element method proposed by Sivapalan Gajan and Bruce L. Kutter be a solution?
Warm regards

Hey to all the Asdea community!
I am opening my first topic, I hope that my doubt is useful for everyone. :D
My model is a shallow spread circular foundation made of concrete on a sand soil stratum with SANISAND-MS costitutive model. The model is an Onshore wind turbine.
I am loading the ...