Table 1 Measured in-situ stress values of the auxiliary transport channel in the 3205 working face.

From: Elastoplastic analysis of surrounding rock in weakly cemented soft rock roadways and its support practice

Principal stress category

Principal stress value (MPa)

Azimuth angle (°)

Tilt angle (°)

Maximum principal stress \(\sigma_{1}\)

10.31

244.09

 − 5.79

Intermediate principal stress \(\sigma_{2}\)

9.14

11.75

 − 68.16

Minimum principal stress \(\sigma_{3}\)

6.09

174.85

 − 20.98