Shear Creep Simulation of Structural Plane of Rock Mass Based on Discontinuous Deformation Analysis

Table 2

Parameters used in the example.

Block			Structural plane			Slope angle α (°)
Volume weight γ (N/m^3)	Elasticity modulus (GPa)	Poisson’s ratio ν	Cohesion force (MPa)	Friction angle between blocks (°)	Friction angle between block and slope φ(°)
2.5 × 10^4	10	0.25	0	25	33~55	30