On the Freeze-Thaw Instability of an Open Pit Slope Using Three-Dimensional Laser Scanning and Numerical Simulation

Figure 18

Horizontal displacement curve of each point under different times of the freeze-thaw cycle ((a–f) The times of the freeze-thaw cycle are 0, 20, 40, 60, 80, and 100, respectively).

(a)

(b)

(c)

(d)

(e)

(f)