Finite Element Modeling for the Antivibration Pavement Used to Improve the Slope Stability of the Open-Pit Mine

Figure 10

The effects of damping thickness at monitored point A. (a) 0 cm from the top. (b) 5 cm from the top. (c) 10 cm from the top. (d) 15 cm from the top. (e) 20 cm from the top.

(a)

(b)

(c)

(d)

(e)