Hello,
I'm currently working with Plaxis2D V20, in particular with the 'PlaxFlow' module, to perform a steady state seepage analysis for a tailings dam, without deformation analysis (Calculation type 'flow only').The dam has a low permeability clay core, and a high permeability chimney drain, the contrast in the permeabilty makes the converge of the model difficult. I tried increasing the model max number of steps, but there this number can't be higher than 10.000, is there a way to bypass this restriction?
Any other tip related to facilitating convergence is appreciated.
Thanks beforehand,
Regards,
Mauricio.
Dear Mauricio,
Very high hydraulic conductivity ratios (> 1E6) are usually very difficult to solve, especially when having large gradients in groundwater head. Sometimes it helps to refine the mesh in the area to have a better capture of the groundwater head gradients.
If that does not solve it, can you please file a support request/service request? You can do this here: https://apps.bentley.com/srmanager/ProductSupport
Please include the project file. Use the Pack Project option from the File menu to compress your PLAXIS data with all the relevant information.
Kind regards,
Micha