Research Article
Influence of Anisotropy and Nonhomogeneity on Stability Analysis of Fissured Slopes Subjected to Seismic Action
Figure 6
Stability charts for fissured slopes considering soil anisotropy and nonhomogeneity: (a) k = 1.0 for case 1; (b) n0 = 1.0 for case 2.
| (a) |
| (b) |