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Advances in Civil Engineering
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2020
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Article
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Tab 5
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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 size
E
(kPa)
μ
γ
(kN·m
−3
)
φ
Grade VI surrounding rock
128
2.45 × 10
6
0.34
25.09
34.78
Simulating material
3.2
1.52 × 10
5
0.17
19.6
35
Proportion
40
16.12
2.00
1.31
0.99