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Dear Soheil, It feels really great hearing from you. I may ask you some questions about this Model. -- I ran this code as you said about drainage pattern like, remove sp 3 for un-drained condition and for drained condition let it be as it is like; fix 1 1 1 0 fix 2 1 1 0 fix 3 0 0 1 fix 4 0 0 1 My m...

Hi Soheil, Thank you for your kind response, I changed fixity to drained condition using same command as you said fix 1 1 1 1 fix 2 1 1 1 fix 3 0 0 1 fix 4 0 0 1 and I used drained syntax as follows # Load controlled if {$Analysis_case == "drained_cyclic"} { # Define analysis parameters nu...

Hi everyone, I am trying to model DSS cyclic behavior on sand using load controlled method. So far I have good results which by the way resemble with un-drained conditions but when I do drained analysis I am having some errors. I think I am not using proper drained loading condition If something els...

Thank you Soheil for your response. I'm a newbie to this framework and I need to simulate this work. I tried as you said but I could not do it accordingly.I will be thankful if you correct the errors in the above code and write the whole code here, So I can plot the stress-strain response and displa...

Hi Everyone, I am trying to simulate the code using PDMY02 model, it is nothing but just modified form of Drucker Prager. I don't see any difference while changing parameters. Could you please help me? I want to plot stress and strain curve, stress path and displacement time history... but when I do...