Influence of Both Soil Properties and Geometric Parameters on Failure Mechanisms and Stability of Two-Layer Undrained Slopes

Figure 13

Deformed meshes at failure for different D values (c_u2/c_u1 = 1.5, cotβ = 2.0). (a) D = 1.5. (b) D = 1.8. (c) D = 2.0.

(a)

(b)

(c)