Study of the Influence of Train Vibration Loading on Adjacent Damaged Tunnel

Table 3

Outputs of the field test.

M^1 (days)	Cross section of monitoring
	No. 1		No. 2		No. 3		No. 4
	S^2 (με)	T^3 (°C)	S (με)	T (°C)	S (με)	T (°C)	S (με)	T (°C)
0	3349	12.8	33503	12.8	3329	12.6	3323	13.2
13	3296	13.4	3299	14.6	3297	14.4	3283	14.4
28	3305	14.4	3303	14.2	3308	13.8	3305	15.1
41	3302	14.2	3273	14.3	3304	13.9	3310	15.3
72	3294	16.3	3249	16.3	3294	15.7	3301	16.8

¹Monitoring time; ²Strain; ³Temperature.