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

Table 3

The combined tests.

B (m)	h (m)	Load at wall top q (kPa)	Group numbers	Remark
0	—	0	1	Without unloading board
0.4, 0.5, 0.6, 0.8, 1.0, and 1.2	0.6, 0.9, and 1.2	0	Combination of B and h, 18 groups	Without external loading
0.4, 0.6, and 1.0	0.6, 0.9, and 1.2	10∼50	Combination of B and h, 9 groups	Loading with each level increasing by 10 kPa