| A rockfall protective soil embankment is one of the rockfall countermeasure work with excellent workability and economy, but a performance design method has not yet been established. In this study, we conducted a medium weight single and cyclic impact test and reproducible analysis using the discrete element method for the purpose of the impact capacity and failure behavior of rockfall protective soil embankment. As a result the deformation of the embankment due to cyclic impact developed based on the deformation by the first impact. |
