Hello everybody!
I´m currently developing my Master Thesis at FEUP (Portugal) in site response of liquefiable soil.
In my model I performed a dynamic analysis to obtain ru and aceleration values. To calculate the settlements after liquefaction I tried to preform a dynamic analysis with consolidation but encoutered an error. My stratification is formed by 3 layers, clay, sand (PM4Sand) and a bed rock layer at the bottom. When I preform the dynamic with consolidation analysis the bed rock settles along with the sand and clay layers. I already defined the boundary condition at ymin to fully fixed and I keep getting this error.
Can anyone help me?
I´m not using dynamics> all nodes fixities because I already tried that and the ending result was zero displacements in all the layers. My objective is to get the surface settlements, so my bottom line of the bedrock layer shouldn´t move in the y direction
I noticed that you submitted a support question, so we will check the details there. Thank you!
Thank you for your help!