We are analyzing the saturation and pore pressures in a dry stockpile, where we want to simulate 15 rainy days and 15 dry days. We expected that during the rains a more saturated surface layer would form, and that this surface saturation would decrease…

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…