Dynamic Inversion Analysis of Structural Layer Modulus of Semirigid Base Pavement considering the Influence of Temperature and Humidity

<table class="table-group" id="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="10"><hr/></td></tr><tr class="thead"><td class="align_left">Transducer number</td><td class="align_center">C1</td><td class="align_center">C2</td><td class="align_center">C3</td><td class="align_center">C4</td><td class="align_center">C5</td><td class="align_center">C6</td><td class="align_center">C7</td><td class="align_center">C8</td><td class="align_center">C9</td></tr><tr><td class="thead-hr" colspan="10"><hr/></td></tr><tr><td class="align_left">Distance from loading center (mm)</td><td class="align_center">0</td><td class="align_center">204</td><td class="align_center">305</td><td class="align_center">457</td><td class="align_center">610</td><td class="align_center">914</td><td class="align_center">1219</td><td class="align_center">1574</td><td class="align_center">1829</td></tr><tr class="table-tr"><td colspan="10"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

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Advances in Civil Engineering

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Table 1

Table 1: Dynamic Inversion Analysis of Structural Layer Modulus of Semirigid Base Pavement considering the Influence of Temperature and Humidity 