Numerical Simulation Study on Construction Effect of Top-Down Construction Method of Suspended Diaphragm Wall for Deep and Large Foundation Pit in Complex Stratum

Table 13

The corresponding depth of maximum horizontal displacement of diaphragm wall during the 10th excavation under two working conditions.

Working conditions	Diaphragm wall (west)		Diaphragm wall (east)
	Maximum horizontal displacement (mm)	The depth of diaphragm wall(m)	Maximum horizontal displacement (mm)	The depth of diaphragm wall(m)
Suspended foot diaphragm wall (working condition 1)	7.738	−36.66	−23.497	−38.99
Suspended foot diaphragm wall (reinforcement); (Working condition 2)	8.143	−34.37	−22.665	−38.99