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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