Figure 1. The present condition plane and cross section of the slope.
Figure 2. The cross section of the slope.
Figure 3. Assumptions on cross section of the embankment slope.
Figure 4. A representative cross section of the embankment slope.
Figure 5. Results of stability analysis during dry season.
Figure 6. Results of stability analysis during rainy season.
Table 1. Information of the masonry embankment slope.
Table 2. Soil constants applied to the masonry retaining wall.
Table 3. The results of slope stability analysis.
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