Research Article
Analysis of the Effect of the Friction Coefficient on a Pavement Structure
Figure 3
Horizontal displacement nephogram under different friction (f) coefficients. (a) f = 0.3. (b) f = 0.5. (c) f = 0.8. (d) f = 1.0.
| (a) |
| (b) |
| (c) |
| (d) |
| (a) |
| (b) |
| (c) |
| (d) |