Study on Settlement and Deformation of Urban Viaduct Caused by Subway Station Construction under Complicated Conditions

Table 3

Comparison of monitoring results and numerical simulation.

Reinforcement measures	Position	Monitoring (mm)	Simulating value (mm)
Ungrouted reinforcement	The ground settlement		6.89
	Diaphragm wall		7.98
	Pile foundation		6.25
Grouting reinforcement	The ground settlement	2.47	2.52
	Diaphragm wall	1.51	1.42
	Pile foundation	1.70	1.63