Research Article

Impact Pseudostatic Load Equivalent Model and the Maximum Internal Force Solution for Underground Structure of Tunnel Lining

Table 3

Test parameters.

Test numberDensity of surrounding rock
g/cm3
Explosive quantity
g
Cover thickness
cm
Explosive density
g/cm3
Detonation velocity of black powder
m/s
Shear wave velocity of rock
m/s
Diameter of explosive column
mm

31.6132.531.63500154.811