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

<div>Comparison of experimental and theoretical results under uniaxial compression test: (a) two-layer rock-like with an interface orientation of 45°; (b) three-layer rock-like with an interface orientation of 45°.</div>

Advances in Civil Engineering

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Figure 15

Figure 15: Compression Mechanical Properties and Constitutive Model for Soft–Hard Interlayered Rock Mass 