asdeasoft.net

Hi Asdea Team,

I am trying to model an offshore shallow foundation with monotonic horizontal loading. For the soil property I tried using the Drucker-Prager model but from another post there is convergence issues. As an alternative I was thinking of using the TruncatedDP property as the main failure is shear. Could you please explain how the TruncatedDP works and what the input parameters are and how it translates from the normal Drucker Prager.
Please let me know as soon as possible as the deadline for my research project is soon!

Many thanks

You can try this:
https://www.researchgate.net/publicatio ... on_Systems
It's the only documentation online about this material. I've never tested it so I don't know if it really works