Research Article

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

Figure 6

Plastic zone as well as displacement distribution at the top load equals to 313.6 kPa. ((a: a1 and a2)) show the displacement distribution and plastic zone distribution of pure soil slope; (b: (b1 and b2)) show the displacement distribution and plastic zone distribution of the mixed soil–rock slope.
(a)
(b)