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

Table 6

The maximum deformation of rib pillars at different buried depths h.

B (m)	h = 0.6 m	h = 0.9 m	h = 1.2 m	Maximum difference value Δ (mm)	Average value μ (mm)	Δ/μ (%)
0.5	11.95 m	10.31 m	13.23 m	2.92	11.83	24.7
0.6	10.24 m	8.71 mm	8.22 mm	2.02	9.06	22.3
1.2	9.21 mm	5.19 mm	5.81 mm	3.93	6.71	58.6