Compression Mechanical Properties and Constitutive Model for Soft–Hard Interlayered Rock Mass

Table 10

m under uniaxial compression test.

Orientation of interface	0°	10°	30°	45°	60°
Two-layer rock-like	2.28	4.96	2.86	1.67	3.36
Three-layer rock-like	3.57	1.40	1.70	1.48	2.34