Mechanical Properties and Failure Modes of Thick-Walled Cylinder Granites with Different Apertures under Triaxial Compression

<div>Scatter diagram of <i>m</i> changing with confining pressure. (a) The specimens with an aperture of 10 mm. (b) The specimens with an aperture of 15 mm. (c) The specimens with an aperture of 20 mm.</div>

Advances in Civil Engineering

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Figure 12

Figure 12: Mechanical Properties and Failure Modes of Thick-Walled Cylinder Granites with Different Apertures under Triaxial Compression 