Effect of Colluvial Soil Slope Fracture’s Anisotropy Characteristics on Rainwater Infiltration Process

Figure 9

Pore water pressure cloud images of the fracture zone with different permeability coefficient ratios (fracture depth 3 m, unit: kPa): (a) μ = 1; (b) μ = 10; (c) μ = 100; (d) μ = 1000.

(a)

(b)

(c)

(d)