This work pretends to develop an analysis of the S3hark program, which leads to finding and defining the use of FEM techniques through various soil constitutive models such as the PressureDependMultiYieldMaterial02 (PDMY02), which helps us to obtain knowledge of the liquefiable soil deposit behavior when an earthquake occurs. The principal contribution of this project is to provide a civil engineer with a more effective way to obtain knowledge of the ground response due to seismic waves that occur at different depths.
