Analysis of Shear Characteristics of Deep, Anchored Rock Mass under Creep Fatigue Loading

<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">Rock specimen</td><td class="align_center"><i>M</i></td><td class="align_center"><i>N</i></td><td class="align_center"><i>R</i><sup>2</sup></td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">Anchored sandstone rock masses</td><td class="align_center">0.667</td><td class="align_center">0.156</td><td class="align_center">1</td></tr><tr><td class="align_left">Anchored marble rock masses</td><td class="align_center">0.581</td><td class="align_center">0.102</td><td class="align_center">0.965</td></tr><tr><td class="align_left">Anchored granite rock masses</td><td class="align_center">0.064</td><td class="align_center">0.182</td><td class="align_center">0.955</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Related parameters of the fitting curve.</div>

Advances in Civil Engineering

tab3

Table 3

Table 3: Analysis of Shear Characteristics of Deep, Anchored Rock Mass under Creep Fatigue Loading 