Abstract
The geo-cell reinforced wall method that attempts the stabilization of the slope is developed, and it has come to be used domestically in recent years. The usage is to make the retaining wall structure that puts the filling in the honeycomb cell frame made of the high density polyethylene resin and piles it up. In this study, we carried out the shaking table tests to discuss the dynamic stability of the geocell-reinforced soil wall at the earthquake. As the results, we can understand the dynamic failure mechanisms and stability of geo-cell reinforced soil walls.
