Shear Failure of Bolted Joints considering Mesoscopic Deformation Characteristics of Rock

<table class="table-group" id="tab5"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td class="align_left">Contact stiffness ratio</td><td class="align_center">Shear stiffness (MN/m<sup>3</sup>)</td><td class="align_center">Shear strength (MPa)</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">0.5</td><td class="align_center">10.92</td><td class="align_center">4.38</td></tr><tr><td class="align_left">1.0</td><td class="align_center">10.09</td><td class="align_center">4.36</td></tr><tr><td class="align_left">1.5</td><td class="align_center">9.59</td><td class="align_center">4.22</td></tr><tr><td class="align_left">2.2</td><td class="align_center">9.08</td><td class="align_center">4.29</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Relationship between contact stiffness ratio and shear stiffness.</div>

Advances in Civil Engineering

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Table 5

Table 5: Shear Failure of Bolted Joints considering Mesoscopic Deformation Characteristics of Rock 