Abstract
Many coastal dykes were damaged and collapsed during the 2011 off the Pacific coast of Tohoku Earthquake. The application of double sheet-pile walls to dykes has been proposed as an effective reinforcement method against earthquakes and flood hazards. In this study, double sheet-pile walls were confirmed to be effective in reducing the settlement of coastal dyke on liquefied ground during a large scale earthquake with high acceleration amplitude and long duration based on shaking model tests. In addition, numerical analyses indicated that the countermeasure by double sheet-pile walls was very effective for high acceleration amplitude and long duration earthquake.