Research Article
Influence of Anisotropy and Nonhomogeneity on Stability Analysis of Fissured Slopes Subjected to Seismic Action
Figure 8
Calculated variations of the safety factor FS with different influencing factors for fissured slopes considering soil anisotropy and nonhomogeneity (β = 60°, γ = 18 kN/m3, c = 40 kPa, φ = 30°): (a) Kh = 0.1, 0.3; (b) H1/H = 0.2, 0.4; (c) λ = −0.5, 0.5.
| (a) |
| (b) |
| (c) |