Analysis of Crack Propagation Path on the Anisotropic Bi-Material Rock

Table 8

Elastic properties for the rocks of type (1) and (2).

Rock types	𝐸1	𝐸2	𝜈	𝜈12	𝐺	𝐺12	𝐸1/𝐸2	𝐸1/𝐺12
(1)	28.040	17.150	0.150	0.120	12.191	6.520	1.635	4.301
(2)	38.950	—	0.254	—	15.530	—	—	—