Fig. 1. Infinite slope stability analysis diagram
Fig. 2. Study area
Fig. 3. Slope and histogram from 1 m grid
Fig. 4. Soil distribution in the study area
Fig. 5. Parameters extracted from detailed soil map
Fig. 6. Slope stability result (a) m=1.0; (b) m=0.5
Table 1. Total soil content by surface soil, specific weight, cohesion, and internal friction angle
Table 2. Area of different soils in the study area
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