Research Article

Experimental Study on Structural Form and Excavation Model of Urban Metro Cross Transfer Station with Super Large Cross Section and Shallow Excavation

Table 5

Principal stress of key points (kPa).

Geometric sizeE (kPa)μγ (kN·m−3)φ

Grade VI surrounding rock1282.45 × 1060.3425.0934.78
Simulating material3.21.52 × 1050.1719.635
Proportion4016.122.001.310.99