Hello every ,
I hope you are all fine. Evne though I know no one is going to help me including God , but i am still gonna ask for some help please please please.
I am moddeling a pile laterally loaded, in dry sand , I do believe that I have done every thing conrrectly, first step is fine , geostatic and gravity applied. second step only load applied on the pile laterally, it aborts after 5 atteps for the first incriment.the model requires boundary conditions on the pile it self , but this will change the behaviour and the result,,, ok, when i apply boundary conditions , i give it a small dispalcement, but the pile is going , it seems like the soil does not support the pile at all, the soil is active, interaction is active, i have been working on this for a number of weeks..please if you know how to solve this problem please help me ..
best regards