Retaining Wall - Parametric Study of the Method of Reinforcement

Abstract The highway section on the D3 Hričovské Podhradie – Žilina Strážov was carried out left branch of body overpass and right embankment body. stability ensured by a geosynthetics reinforced retaining wall. wall assembled from concrete prefabs, which uniaxial geogrids were attached. article presents numerical analysis deformations this structure in profile monitored geotechnical monitoring. results confronted with monitoring measurements. Geotechnical measurements confirmed reality model Verification made it possible to use for parametric study influence reinforcement method deformation face In study, effects change horizontal length vertical spacing elements, as well their interaction backfill soil values are analyzed.