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

Table 3

Main parameters of the normalized model.

Basic dimension of foundation pit		Excavation length, L/m	229.12
		Excavation width, B/m	23.35
		Excavation depth, He/m	17.34
Partition wall		Wall thickness, t/m	0.8
		Subsurface depth, H/m	33.86
		Stiffness, E/Mpa	3.15 × 10^4
Inner support	Support types	One concrete support	Three steel supports
	Support materials	C30	Q235
	Section size/mm	800 × 800	Φ609 × 16
	Horizontal spacing	3	6