CycLiqCPSP Material
Moderators: silvia, selimgunay, Moderators
CycLiqCPSP Material
Hello, I am trying to practice the “CycLiqCPSP” constitutive model for the analysis of a soil-pile model. I have used the material parameters given in the corresponding paper. However, for a gravity analysis of the 2D soil model (without pile) –i.e. more simple case, I have encountered with convergence problem. Can anyone have an idea about the problem or Is there any example using “CycLiqCPSP” constitutive model for static and/or transient analysis?