Research Article
Finite Element Modeling for the Antivibration Pavement Used to Improve the Slope Stability of the Open-Pit Mine
Figure 11
The effects of damping thickness at monitored point E (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.
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