In the software Slide, the stability analyses consider the contribution of Figure 1: Define support properties window of Slide software. In the other hand, to assess SLS studies, other methodologies are necessary. Limit equilibrium analysis is the most commonly used and the simplest solution method to assess ULS conditions of geotechnical structures, once the deformations are not considered. Properties window and the pullout strength mobilized in the reinforcement length in the passive or the active part of the plane of sliding, calculated from the interaction soilreinforcement parameters. The latter, SLS is attained if the magnitudes of deformation occurring within the design life exceed prescribed limits or if the serviceability of the structure is otherwise reduced. This state is attained when disturbing design effects equal or exceed restoring design effects. The former, ULS, is associated with collapse or other similar forms of structural failure. The design of resilient reinforced soil structures are based on two limit state principles: Ultimate Limit State (ULS) and Serviceability Limit State (SLS). Thiago Ordonho Araújo Geosynthetics in Slide Courtesy of
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