simulation of suction effects in unsaturated soils

Hi there

I am trying to model a deep excavation in unsaturated conditions. As I only have suction measurements during dry and wet periods, I have been trying to input then as pore-presure in the user-defined water condition of certain clusters (clay materials next to wall). However, it is not possible to input positive values (suction).

I am not sure if it is the best way of model this, I will appreciate any advise on this.

Regards,

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