Material Point Method-Based Simulation of Run-Out Characteristics for a Soil–Rock Mixed Landslide Induced by Surcharge

<div>Distribution of plastic zone of soil–rock mixed slope at ultimate stacking load: (a) distribution of plastic zone at <i>t</i> = 10 s (first stabilization stage); (b) distribution of plastic zone at <i>t</i> = 30 s.</div>

Advances in Civil Engineering

fig10

Figure 10

Figure 10: Material Point Method-Based Simulation of Run-Out Characteristics for a Soil–Rock Mixed Landslide Induced by Surcharge 