Research Article
Influence of Anisotropy and Nonhomogeneity on Stability Analysis of Fissured Slopes Subjected to Seismic Action
Figure 3
Influence of soil anisotropy and nonhomogeneity on stability charts with slope cracks of known depth (β = 60°, φ = 30°, Kh = 0.3, λ = 0.5): (a) H1/H = 0.1; (b) H1/H = 0.2; (c) H1/H = 0.3; (d) H1/H = 0.4.
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| (b) |
| (c) |
| (d) |