Study on the Mechanism and Effect of a Partition Wall Controlling Foundation Pit Deformation in the Soft-Soil Area

Table 7

Orthogonal test table.

Test number	L/L0	E/E0	H/H0	Partition wall		Retaining structure		The Earth’s surface
				Maximum bending moment (kN·m)	Maximum lateral (mm)	Maximum bending moment (10^3kN·m)	Maximum lateral (mm)	The largest settlement (mm)
1	0.2	0.2	1.6	260.12	14.31	1.21	12.82	9.91
2	0.4	0.2	1	219.43	15.71	1.21	15.71	12.15
3	0.6	0.2	1.4	141	10.61	1.23	12.78	7.74
4	0.8	0.2	1.2	83.26	8.3	1.34	14.38	15.59 (6.28)
5	0.2	0.4	1.4	423.5	13.53	1.15	12.46	9.62
6	0.4	0.4	1.2	335.15	12.94	1.14	12.69	9.78
7	0.6	0.4	1.6	215.67	9.64	1.22	12.28	6.94
8	0.8	0.4	1	133.05	8.69	1.34	14.98	16.34 (6.83)
9	0.2	0.6	1	563.08	16.18	1.12	15.3	12.75
10	0.4	0.6	1.6	424.08	11.26	1.11	11.35	8.25
11	0.6	0.6	1.2	279.01	10.19	1.21	12.86	7.74
12	0.8	0.6	1.4	157.4	7.39	1.34	13.93	15.3 (5.47)
13	0.2	0.8	1.2	655.39	13.15	1.06	12.52	9.81
14	0.4	0.8	1.4	499.5	11.12	1.09	11.39	8.29
15	0.6	0.8	1	333.2	10.9	1.20	13.53	8.61
16	0.8	0.8	1.6	181.34	6.99	1.34	13.74	15.18 (5.07)