Influences of Urban Viaduct Pier Caps on Uneven Settlement of Roadbed

Figure 8

Longitudinal section of roadbed settlement for different buried depths of cap. (a) H = 0.2 m. (b) H = 0.85 m. (c) H = 1.35 m. (d) H = 1.85 m. (e) H = 2.35 m. (f) H = 2.85 m.

(a)

(b)

(c)

(d)

(e)

(f)