Application of Linear Viscoelastic Properties in Semianalytical Finite Element Method with Recursive Time Integration to Analyze Asphalt Pavement Structure

<table class="table-group" id="tab10"><tr><td><table class="table"><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr><td class="align_left">Driving speed (km/h)</td><td class="align_center">60</td><td class="align_center">80</td><td class="align_center">100</td><td class="align_center">120</td><td class="align_center">140</td></tr><tr><td class="align_left">Maximum deflection (mm)</td><td class="align_center">−3.38</td><td class="align_center">−2.84</td><td class="align_center">−2.52</td><td class="align_center">−2.30</td><td class="align_center">−2.15</td></tr><tr class="table-tr"><td colspan="6"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>The maximum surface deflections due to different driving speeds after loading cycles of 1 × 10<sup>6</sup>.</div>

Advances in Civil Engineering

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Table 10

Table 10: Application of Linear Viscoelastic Properties in Semianalytical Finite Element Method with Recursive Time Integration to Analyze Asphalt Pavement Structure 

Table 10 | Application of Linear Viscoelastic Properties in Semianalytical Finite Element Method with Recursive Time Integration to Analyze Asphalt Pavement Structure 