Slope Stability from a Hydrological Perspective: Taking Typical Soil Slope as an Example

Figure 8

Shear strength-time curve. (a) σ = 100 kPa. (b) σ = 200 kPa. (c) σ = 300 kPa. (d) σ = 400 kPa.

(a)

(b)

(c)

(d)