Research on Fatigue Model of Semi-Rigid Base Asphalt Pavement before and after Polymer Grouting

<table class="table-group" id="tab6"><tr><td><table class="table"><tr><td class="thead-hr" colspan="14"><hr/></td></tr><tr><td class="align_left">Mesh size (mm)</td><td class="align_center">31.5</td><td class="align_center">26.5</td><td class="align_center">19</td><td class="align_center">16</td><td class="align_center">13.2</td><td class="align_center">9.5</td><td class="align_center">4.95</td><td class="align_center">2.36</td><td class="align_center">1.18</td><td class="align_center">0.6</td><td class="align_center">0.3</td><td class="align_center">0.15</td><td class="align_center">0.075</td></tr><tr><td class="align_left" colspan="14"><hr/></td></tr><tr><td class="align_left">Passing rate</td><td class="align_center">100</td><td class="align_center">95</td><td class="align_center">73</td><td class="align_center">67</td><td class="align_center">63</td><td class="align_center">50</td><td class="align_center">33</td><td class="align_center">20</td><td class="align_center">13</td><td class="align_center">9</td><td class="align_center">5</td><td class="align_center">4</td><td class="align_center">2</td></tr><tr class="table-tr"><td colspan="14"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>The gradation of cement-stabilized crushed stone.</div>

Advances in Civil Engineering

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Table 6

Table 6: Research on Fatigue Model of Semi-Rigid Base Asphalt Pavement before and after Polymer Grouting 