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

<div>The relationship between <i>f(η)</i> and <i>η</i> (<i>η</i> <i>=</i> <i>r</i><sub>0</sub><i>/R</i>).</div>

Advances in Civil Engineering

Figure 4: Mechanical Properties and Failure Modes of Thick-Walled Cylinder Granites with Different Apertures under Triaxial Compression 