Figure 6
Comparison of the slope profile detected after the landslide with the configuration of the material points calculated using different values of the shape factor λ of the sensitive clay: (a) λ = 20; (b) λ = 50; (c) λ = 80; (d) λ = 150
Comparison of the slope profile detected after the landslide with the configuration of the material points calculated using different values of the shape factor λ of the sensitive clay: (a) λ = 20; (b) λ = 50; (c) λ = 80; (d) λ = 150