Research Article

Primary Investigation on Equivalent Anchoring Method of Jointed Rock Mass Tunnel and Its Engineering Application

Table 6

The mechanical parameters of the numerical model.

MaterialElastic modulus, Poisson’s ratio, Cohesion, Shear modulus, Friction angle, Density,

Rock mass 11 7.5 0.30 0.200.703.60432600
Joint material0.07028
Lining300.2558.72.382600