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

Table 11

m under triaxial compression test.

	0°	10°	30°	45°	60°
Two-layer rock-like	2.28	1.61	2.19	2.61	3.57
Three-layer rock-like	2.24	1.64	1.63	1.55	1.53