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Mathematical Problems in Engineering
/
2016
/
Article
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Tab 11
/
Research Article
Impact Pseudostatic Load Equivalent Model and the Maximum Internal Force Solution for Underground Structure of Tunnel Lining
Table 11
Parameters of cohesive soil layer.
Dry density (g/cm
3
)
Shear modulus (MPa)
Cohesion (kPa)
Internal friction angle
1.45
0.292
28
29.8°