Stability Assessment of Landslides in Dahuaqiao Reservoir Area Based on Back Analysis of Slope Monitoring

Figure 4

Cumulative displacement curve at different elevations for the inclination survey of CJQ-3-3 section. (a) Elevation 1,710 m. (b) Elevation 1,660 m. (c) Elevation 1,560 m.

(a)

(b)

(c)