Research Article
Influence of Anisotropy and Nonhomogeneity on Stability Analysis of Fissured Slopes Subjected to Seismic Action
Figure 7
Calculated variations of the safety factor FS for fissured slopes considering soil anisotropy and nonhomogeneity (H1/H = 0.2, β = 60°, γ = 18 kN/m3, c = 40 kPa, φ = 30°, Kh = 0.3, λ = 0.5).