tasaloti02
Civil/Environmental
Hi to all
I am modeling soil consolidation with vertical drain in middle of the soil (its a 3D model). I use cam-clay model for soil. When i run it it always show a warning that said " The plasticity/creep/ connector friction algorithm did not converge at 2 (varied) points "
I find out that when i change the initial time increment the number above changed. I want to know that whats the problem with the model and any idea for solve this matter.
Thanks for your help
I am modeling soil consolidation with vertical drain in middle of the soil (its a 3D model). I use cam-clay model for soil. When i run it it always show a warning that said " The plasticity/creep/ connector friction algorithm did not converge at 2 (varied) points "
I find out that when i change the initial time increment the number above changed. I want to know that whats the problem with the model and any idea for solve this matter.
Thanks for your help
