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

<div>Displacement curve of soil–rock mixed slope at the top stack load equals to 513.5 kPa and kinetic energy change curve. (a): (a<sub>1</sub>) displacement curves for various PPC scenarios; (a<sub>2</sub>) displacement curves for various dx scenarios. (b): (b<sub>1</sub>) kinetic energy curves for various PPC scenarios; (b<sub>2</sub>) kinetic energy curves for various <i>dx</i> scenarios.</div>

Advances in Civil Engineering

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Figure 8

Figure 8: Material Point Method-Based Simulation of Run-Out Characteristics for a Soil–Rock Mixed Landslide Induced by Surcharge 