Research on the Stress Distribution Law of Fully Anchored Bolt and Analysis of Influencing Factors under the Condition of Surrounding Rock Deformation

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Types of surrounding rock</td><td class="align_center">Soft rock</td><td class="align_center">Medium hard rock</td><td class="align_center">Hard rock</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left"><i>C</i></td><td class="align_center">0.65</td><td class="align_center">0.95</td><td class="align_center">1.35</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>The stability coefficient <i>c</i> of surrounding rock.</div>

Advances in Civil Engineering

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Table 2

Table 2: Research on the Stress Distribution Law of Fully Anchored Bolt and Analysis of Influencing Factors under the Condition of Surrounding Rock Deformation 

Table 2 | Research on the Stress Distribution Law of Fully Anchored Bolt and Analysis of Influencing Factors under the Condition of Surrounding Rock Deformation 