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

Figure 6

Analysis of the displacement change on the monitoring point of the flexible barrier structure over time. (a) 15 degrees. (b) 20 degrees. (c) 30 degrees. (d) 40 degrees. (e) 50 degrees.

(a)

(b)

(c)

(d)

(e)