CycLiqCPSP Material

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muggeoz
Posts: 6
Joined: Fri Jan 31, 2020 2:21 am

CycLiqCPSP Material

Post by muggeoz » Mon Nov 16, 2020 12:56 am

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?
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