I have a question about the Soft soil creep model in PLAXIS. In the material data base, we enter the basic and strength/compressibility properties of the soil layer. Could you please make it clear the cα (secondary compression coefficient) we enter, is for which stress level?
I have to model an oedometer test in PLAXIS (which I would have already done!), in which, I allow secondary compression under each load increment. How can I model this in PLAXIS?