Dynamic Response Study of Impulsive Force of Debris Flow Evaluation and Flexible Retaining Structure Based on SPH-DEM-FEM Coupling

<div>Climbing and silting process of debris flow. (a) <i>t</i> = 2.5 s. (b) <i>t</i> = 3.0 s. (c) <i>t</i> = 3.5 s. (d) <i>t</i> = 5.2 s.</div>

Advances in Civil Engineering

Figure 5: Dynamic Response Study of Impulsive Force of Debris Flow Evaluation and Flexible Retaining Structure Based on SPH-DEM-FEM Coupling 