Hello My name is Emre;
I work on an article which is related to piping on earthfill dam.So only thing that i should do in to check the hydraulic gradient in stress tabsheet in output.Then, comparing to critical hydraulic gradient(which is already known).If the new hydraulic gradinet is bigger than critical, then piping can most occur there.Afterhat i should create a new zone which will cover it in terms of hydraulic gradient issue .And i should perform these steps ahead downsteam.That is the project that i work on.These analysis will take too much time,minimum 40 or 50 times.So i started to search an algorithm to carry out these process instead of me.I think an algorithm must be composed of PLAXIS input and output and consist of these rules below;
Hello EMERE DUML,
I also working on Piping issue but not in terms of algorithm, and I think you could know about this, therefore, I have a question. Do you see the hydraulic gradient of Fully coupled flow analysis is very different from those of Consolidation. I couldn't understand this point. Could you help me for this problem.
Thank you.