Mechanical Characteristics and Energy Dissipation Trends of Coal-Rock Combination System Samples with Different Inclination Angles under Uniaxial Compression

<div>Energy conversion law of CRCS samples: (a) 0° CRCS samples and (b) 30°CRCS samples.</div>

Geofluids

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Figure 7

Figure 7: Mechanical Characteristics and Energy Dissipation Trends of Coal-Rock Combination System Samples with Different Inclination Angles under Uniaxial Compression 

Figure 7 | Mechanical Characteristics and Energy Dissipation Trends of Coal-Rock Combination System Samples with Different Inclination Angles under Uniaxial Compression 