Laboratory Investigation of Fiber Bragg Grating Strain Sensors for Semirigid Base Asphalt Pavements

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="9"><hr/></td></tr><tr class="thead"><td class="align_left">Screen 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">9.5</td><td class="align_center">4.75</td><td class="align_center">2.36</td><td class="align_center">0.6</td><td class="align_center">0.075</td></tr><tr><td class="thead-hr" colspan="9"><hr/></td></tr><tr><td class="align_left">Passing percentage (%)</td><td class="align_center">99.5</td><td class="align_center">93.4</td><td class="align_center">80.7</td><td class="align_center">56.0</td><td class="align_center">39.1</td><td class="align_center">25.6</td><td class="align_center">12.8</td><td class="align_center">6.7</td></tr><tr class="table-tr"><td colspan="9"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Advances in Civil Engineering

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Table 3: Laboratory Investigation of Fiber Bragg Grating Strain Sensors for Semirigid Base Asphalt Pavements 