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

<table class="table-group" id="tab11"><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_left">60</td><td class="align_left">80</td><td class="align_left">100</td><td class="align_left">120</td><td class="align_left">140</td></tr><tr><td class="align_left">Tensile strain (<i>µ</i>m/m)</td><td class="align_left">6200</td><td class="align_left">5200</td><td class="align_left">4500</td><td class="align_left">4100</td><td class="align_left">3800</td></tr><tr><td class="align_left">Fatigue life</td><td class="align_left"><span style="width: 57.257ptpx;"><svg height="11.9413pt" id="M65" style="vertical-align:-0.3499002pt" version="1.1" viewbox="-0.0498162 -11.5914 57.257 11.9413" width="57.257pt" xmlns="http://www.w3.org/2000/svg" xmlns:xlink="http://www.w3.org/1999/xlink"><g transform="matrix(.013,0,0,-0.013,0,0)"><path d="M447 623H65C61 580 56 530 47 475H76C100 541 106 550 172 550H388C308 376 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<div>The tensile strain and fatigue life of the asphalt pavement subjected to different driving speeds after loading cycles of 1 × 10<sup>6</sup>.</div>

Advances in Civil Engineering

tab11

Table 11

Table 11: Application of Linear Viscoelastic Properties in Semianalytical Finite Element Method with Recursive Time Integration to Analyze Asphalt Pavement Structure 

Table 11 | Application of Linear Viscoelastic Properties in Semianalytical Finite Element Method with Recursive Time Integration to Analyze Asphalt Pavement Structure 