Research Article

Study of Shear Capacity of Jointed Rock Mass with Prestressed Anchor Bolt

Table 3

Numerical simulation parameters.

Volume weight (kN/m3)Shear strength parametersDeformation parameters
Frictional coefficientCohesive force (MPa)Elasticity modulus (GPa)Poisson’s ratioYield strength (MPa)

Rock mass2600.01.22.00.2
Structural plane0.6
Anchor cable2700.069.00.3450.0
Grouting material2600.00.91.019.00.2