Hello All,
I am modeling a soil-pile interaction problem with Code_Bright and GiD13. I have used three materials (soil, joint, steel) to model the problem. I have applied pore-water pressure changes on the ground surface as a boundary condition and also lateral displacement at the top of the pile. I am getting liquid pressure distribution through the steel, which was assumed to have very low permeability (1e-30= intrinsic permeability). My run terminates after reaching the very large liquid pressure. Could you please give me some idea about this problem. I have attached the file.
Thank you,
Arash
Convergence problem
Moderator: CODE_BRIGHT Team
Convergence problem
- Attachments
-
- Pile3-6.gid.zip
- (1021 KiB) Downloaded 333 times
- code_bright
- Posts: 84
- Joined: Thu Dec 04, 2014 2:19 pm
- Location: Universitat Politècnica de Catalunya, Barcelona
- Contact:
Re: Convergence problem
Hi Arash,
Your model as it is right now has a mechanical problem. Either you confine the upper part of your model or set gravity. There might be some other issues too.
Regards,
Alfonso
Your model as it is right now has a mechanical problem. Either you confine the upper part of your model or set gravity. There might be some other issues too.
Regards,
Alfonso