Research Article

A Practical Swelling Constitutive Model of Anhydrite and Its Application on Tunnel Engineering

Table 6

The basic material parameters for both rock stratums and support structure employed for simulation analysis.

Rock stratumElasticity modulus (GPa)Poisson’s ratioDensity (g/cm3)Friction angle (°)Cohesive force (MPa)

Limestone24.500.272.7045.289.85
Anhydrite5.000.282.7040.000.08
Rock bolt170.000.307.80
Initial liner31.000.172.5054.903.18