Mechanical Properties and Failure Modes of Rock Specimens with Specific Joint Geometries in Triaxial Unloading Compressive Test

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left"> </td><td class="align_center" colspan="3">Connectivity rate</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">Orientation</td><td class="align_center">0.3</td><td class="align_center">0.45</td><td class="align_center">0.6</td></tr><tr><td class="align_left">30</td><td class="align_center">Splitting</td><td class="align_center">Splitting</td><td class="align_center">Splitting</td></tr><tr><td class="align_left">45</td><td class="align_center">Mixed</td><td class="align_center">Mixed</td><td class="align_center">Mixed</td></tr><tr><td class="align_left">60</td><td class="align_center">Mixed</td><td class="align_center">Shear</td><td class="align_center">Shear</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Failure modes for different types of samples.</div>

Advances in Materials Science and Engineering

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Table 3

Table 3: Mechanical Properties and Failure Modes of Rock Specimens with Specific Joint Geometries in Triaxial Unloading Compressive Test 