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

Table 3

Absolute height value of the bottom of the box girder (unit: m).

Monitoring items	1^st loading	2^nd loading	3^rd loading	4^th loading	Unloading
#8-1	1.47	4.15	10.03	11.54	5.62
#8-2	1.36	4.07	9.19	10.34	4.74