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

<div>Plastic zone as well as displacement distribution at the top load equals to 313.6 kPa. ((a: a<sub>1</sub> and a<sub>2</sub>)) show the displacement distribution and plastic zone distribution of pure soil slope; (b: (b<sub>1</sub> and b<sub>2</sub>)) show the displacement distribution and plastic zone distribution of the mixed soil–rock slope.</div>

Advances in Civil Engineering

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Figure 6

Figure 6: Material Point Method-Based Simulation of Run-Out Characteristics for a Soil–Rock Mixed Landslide Induced by Surcharge 