Excavation Sequence and Surrounding Rock Mass Stability of Large-Scale Underground Engineering with 8 Tunnels

Table 6

Tensile axial forces in the bolts at the top point.

Tunnel	IES1/(kN)	IES2/(kN)	IES3/(kN)
#1	54.1	50.3	53.9
#2	58.9	54.2	59.0
#3	51.7	56.0	52.7
#4	58.0	62.5	62.9
#5	58.9	53.5	55.5
#6	64.7	59.1	64.9
#7	54.4	57.3	54.2
#8	51.5	54.1	50.4