The Effect of Excavation Disturbance on the Stability of Bedding Cataclastic Rock Mass High Slope Containing Multimuddy Interlayers

Table 2

Lattice girder: simulation parameters for plate elements.

Material type	Modulus of elasticity (MPa)	Equivalent thickness (m)	Volumetric weight (kN/m^3)	Axial stiffness (kN)	Bending stiffness (kN·m^2)	Poisson’s ratio
Resilient	3 × 10^4	0.204	5.1	6.12 × 10^6	2.122 × 10^4	0.15