Bridge Responses Induced by Adjacent Subway Station Construction Using Shallow Tunneling Method

Table 4

Absolute height value of the pier top (unit: m).

Monitoring items	1^st loading	2^nd loading	3^rd loading	4^th loading	Unloading
#8-1	0.32	0.49	0.41	0.50	0.47
#8-2	0.25	0.42	0.30	0.32	0.41