Convergence problem
Posted: Thu Jul 28, 2016 10:12 pm
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
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