Effect of the Confining Pressure on the Dynamic Compression Properties of Transversely Isotropic Rocks

Table 3

Critical failure modes of the slate samples under different confining pressure.

θ	Confining pressure
	0 MPa	5 MPa	10 MPa
0°	I	I	I
30°	II	III	III
45°	III	III	III
60°	III	III	III
90°	IV	IV	IV