Shear Failure of Bolted Joints considering Mesoscopic Deformation Characteristics of Rock

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td class="align_left" rowspan="2"> </td><td class="align_center" colspan="2">Rock Mohr–Coulomb parameters</td></tr><tr class="thead"><td class="align_center"><i>c</i> (MPa)</td><td class="align_center">Φ (°)</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">Laboratory test</td><td class="align_center">1.84</td><td class="align_center">58.47</td></tr><tr><td class="align_left">Numerical calculation</td><td class="align_center">2.08</td><td class="align_center">56.31</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Comparison of shear strength parameters obtained from the laboratory test and numerical calculation.</div>

Advances in Civil Engineering

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Table 3

Table 3: Shear Failure of Bolted Joints considering Mesoscopic Deformation Characteristics of Rock 