Research Article
Influences of Urban Viaduct Pier Caps on Uneven Settlement of Roadbed
Figure 14
Longitudinal section of roadbed settlement for different values of relative stiffness. (a) = 10.5. (b) = 6.3. (c) = 3.15. (d) = 2.1. (e) = 1.58. (f) = 1.26. (g) = 1.05.
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(b) |
(c) |
(d) |
(e) |
(f) |
(g) |