Research Article

An Innovative Balanced-Yielding Support Method for Tunnel in Deep Inclined Strata

Table 1

The measurement results of the in situ stress.

Monitoring pointsBuried depth (m)Vertical stress (MPa)Maximum horizontal principal stress (MPa)Minimum horizontal principal stress (MPa)Direction of maximum horizontal principal stress

1122030.5042.1922.80N3°E
2113028.2533.1519.10N31.5°E
3104026.0031.3516.20N23.5°W