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

<div>The final stage of the soil–rock mixed slope at the ultimate stack load: (a) displacement distribution at <i>t</i> = 30 s; (b) slope configuration at <i>t</i> = 30 s.</div>

Advances in Civil Engineering

fig11

Figure 11

Figure 11: Material Point Method-Based Simulation of Run-Out Characteristics for a Soil–Rock Mixed Landslide Induced by Surcharge 