Abstract
In this study, the seismic behavior of the retaining wall consisting of concrete panels and backfill reinforced with geogrids is evaluated based on the dynamic elasto-plastic FEM. A series of shaking table tests and a test construction of retaining wall of a real scale are performed for the verification of the analyses. Based on the above, a rational analytical technique for seismic evaluation of retaining walls reinforced with geogrids is proposed.