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

Table 4

The comparison of measured deformation of rib pillars’ top and numerical calculated results.

h (m)	B = 0.5 m			B = 0.6 m			B = 0.8 m
	Measured value (Mv) (mm)	Calculated value (Cv) (mm)	(Mv − Cv)/Cv (%)	Measured value (Mv) (mm)	Calculated value (Cv) (mm)	(Mv − Cv)/Cv (%)	Measured value (Mv) (mm)	Calculated value (Cv) (mm)	(Mv − Cv)/Cv (%)
0.6	11.95	11.77	1.53	10.24	9.96	2.81	12.54	11.98	4.67
0.9	10.30	10.06	2.39	8.71	8.09	7.66	11.67	10.69	0.17