The Use of Shape Accel Array for Deformation Monitoring and Parameter Inversion of a 300 m Ultrahigh Rockfill Dam

Figure 14

Comparison of settlement monitoring results and predicted values at some monitoring points. (a) Monitoring point at 20 m for IN-R2. (b) Monitoring point at 90 m for IN-R3. (c) Monitoring point at 160 m for IN-R5.

(a)

(b)

(c)