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today were going to be doing a training for the settlement of an embankment and were going to compare this by two different methods in the in the program to TSN X one of them being fully coupled and the other being the consolidation so we will be importing the the geometry and then also putting the materials and jump right into meshing and exciting various kinds of boundary conditions that are relevant for one or the other methods as well as the finishing of the water levels and the stages themselves and then well be comparing the results but this is a basic layout of what our 2d model will look like so we will be through one method and seeing the settlement of this embankment by the weight itself and by another well be creating a boundary condition for suction Im actually comparing the two results so well be looking at things like initial and long-term settlement compressibility and other things such as drainage for improvement of the soil and well be having the soils will be