Investigation of Influencing Factors on the Deformation of Sheet Pile Wall with a Relieving Platform

Figure 13

The variation curve of the deformation of rib pillars with the wall body when B = 0.4 m at the external load: (a) B = 0.4 m (p = 10 kPa), (b) B = 0.4 m (p = 20 kPa), (c) B = 0.4 m (p = 30 kPa), (d) B = 0.4 m (p = 40 kPa), and (e) B = 0.4 m (p = 50 kPa).

(a)

(b)

(c)

(d)

(e)