Analysis of Mechanical Response for a Reinforced Bedded Rock Slope under Rainfall

Table 2

Reinforced structure mechanical parameters of prototype and model slope.

Type		Specific weight γ (kN·m^−3)	Elastic modulus E (GPa)	Poisson’s ratio μ	Compression strength σ (MPa)
Frame	Prototype	25.0	234	0.25	133
	Model	23.6	3.8	0.18	0.35
Anchor	Prototype	78.0	212	0.18	470
	Model	76.0	26	0.11	193
Antislide pile	Prototype	25.0	23.4	0.25	133
	Model	24.2	0.37	0.19	0.38