Hi, im doing a dynamic analysis of an earth dam and I am a little confused of the boundary conditions I need to use because as you can see in the figure my model is moving like a rigid solid. I create a Line Displacement in the bottom with my Displacement…

Hello Everyone, I know in PLAXIS , when we do an earthquake analysis we define interface boundaries along the side and bottom boundaries . IF I do the same in PLAXIS #D, should I do the same, Please advise. Thanks , Faisal

Hi, I need to perform earthquake analysis of a slope but in terms of dynamic forces, all I have is response spectra of matched time histories (see example below). I am wondering if I can use these spectra as an input in PLAXIS 2D for my analysis or…

I have done a model of the hollow pile using embedded beam elements and trying to do earthquake analysis using the free field. I am encountering error code 40. also, I am unable to open output for this analysis, it's showing an error application. I also…

I have modelled one combined piled raft foundation using raft as plate and pile as embedded beam element and applied one sinusoidal loading with frequency 1 Hz and acceleration amplitude 1 m/s2 for 30 second interval at the soil model base in surface…

Dear experts , I have this case "dynamic soil-structure interaction under earthquake " as illustrated in the figure below . When I want to obtain the maximum lateral displacement of structure there is two option 1- find the maximum difference…