Numerical Simulation of the Stability of a Cutting Slope and Study on Its Reinforcement Scheme

Table 4

Property parameters of supporting materials.

Material type	Constitutive model	Young’s modulus (kN/m^2)	Poisson’s ratio	unit weight (kN/m^3)
C30	Elastic	3.0e + 07	0.21	23
C20	Elastic	2.55e + 07	0.2	23
Anchor and anchor cable	Elastic	2.0e + 08	0.3	78