Research and Application of Support Resistant Limiting Dampers in the Deep-Buried Large-Section Loess Tunnel

Table 2

Statistical table of displacement monitoring results.

Mileage	Scheme	Cumulative deformation (mm)
		Vault subsidence	Test line 1	Test line 2	Test line 3
DK390 + 175	II	20.7	66.5	54.8	50.7
DK390 + 170	II	40.9	106.8	65.0	66.9
DK390 + 165	III	47.7	77.4	87.0	67.0
DK390 + 160	III	55	136.1	95.1	71.4
DK390 + 155	III	57.6	62.5	34.2	30.5
DK390 + 150	II	21.6	34.2	42.0	50.1