Experimental Study on Damage and Degradation of Structure Plane in Rock Mass under Cyclic Shear Load

Table 1

Similitude laws and constants of the model.

Physical quantity	Similarity law	Affinity constant
Material density ()		1.5
Cohesive strength ()		15
Internal friction angle ()		1
Poisson’s ratio ()		1
Uniaxial compressive strength ()		15
Modulus of elasticity ()		15