Instability Process Model Test for Bedding Rock Slope with Weak Interlayer under Different Rainfall Conditions

Table 3

Similitude ratio of geotechnical mechanical parameters.

	Geometric dimensions	Specific weight	Internal friction angle	Cohesion	Elastic modulus	Displacement	Shearing stress	Poisson’s ratio	Permeability coefficient
Similitude ratio	50	1	1	50	50	50	50	1