Experimental Study on the Mechanics Characteristics of CFRP Strengthening of Highway Tunnels at Different Damage States

Table 4

Comparison of statistics for different conditions.

Condition	1	2	3	4
	6.8	10.7	6.8	5.8
	—	0	9.2	16.5
	18.9	—	—	—
	—	35.4	34.0	35.0
	—	1.87	1.79	1.85
	1.55	—	—	—
	—	9.32	4.21	3.51
	—	2.74	1.63	1.83
	14.40	12.58	16.90	17.91
	14.37	20.22	23.55	24.63