Shear Failure of Bolted Joints considering Mesoscopic Deformation Characteristics of Rock

<table class="table-group" id="tab4"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td class="align_left">Contact modulus (GPa)</td><td class="align_center">Shear stiffness (MN/m<sup>3</sup>)</td><td class="align_center">Peak strength (MPa)</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">0.1</td><td class="align_center">1.71</td><td class="align_center">3.63</td></tr><tr><td class="align_left">0.3</td><td class="align_center">2.55</td><td class="align_center">3.47</td></tr><tr><td class="align_left">1</td><td class="align_center">5.07</td><td class="align_center">3.59</td></tr><tr><td class="align_left">3</td><td class="align_center">10.63</td><td class="align_center">3.85</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Relationship between contact modulus and shear stiffness and peak strength of specimens.</div>

Advances in Civil Engineering

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Table 4

Table 4: Shear Failure of Bolted Joints considering Mesoscopic Deformation Characteristics of Rock 