Influence of Anisotropy and Nonhomogeneity on Stability Analysis of Fissured Slopes Subjected to Seismic Action

<div>Influence of soil nonhomogeneity on the location of the cracks for fissured slopes (<i>β</i> = 60°, <i>φ</i> = 30°): (a) <i>K</i><sub><i>h</i></sub> = 0.1, 0.3; (b) <i>λ</i> = −0.5, 0.5.</div>

Mathematical Problems in Engineering

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Figure 5

Figure 5: Influence of Anisotropy and Nonhomogeneity on Stability Analysis of Fissured Slopes Subjected to Seismic Action 