Effect of the Confining Pressure on the Dynamic Compression Properties of Transversely Isotropic Rocks

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr class="thead"><td class="align_left" rowspan="2">Mechanical parameter</td><td class="align_center" colspan="5"><i>θ</i></td></tr><tr class="thead"><td class="align_center">0°</td><td class="align_center">30°</td><td class="align_center">45°</td><td class="align_center">60°</td><td class="align_center">90°</td></tr><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr><td class="align_left"><i>E</i> (GPa)</td><td class="align_center">48.08</td><td class="align_center">48.17</td><td class="align_center">49.87</td><td class="align_center">64.85</td><td class="align_center">77.07</td></tr><tr><td class="align_left"><i>σ</i><sub>bc</sub> (MPa)</td><td class="align_center">167.29</td><td class="align_center">79.29</td><td class="align_center">73.31</td><td class="align_center">66.60</td><td class="align_center">147.25</td></tr><tr class="table-tr"><td colspan="6"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Mechanical parameters of the slate.</div>

Advances in Civil Engineering

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Table 2

Table 2: Effect of the Confining Pressure on the Dynamic Compression Properties of Transversely Isotropic Rocks 