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

<table class="table-group" id="tab9"><tr><td><table class="table"><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr><td class="align_left">Axle load (kg)</td><td class="align_center">10,000</td><td class="align_center">12,500</td><td class="align_center">15,000</td><td class="align_center">17,500</td><td class="align_center">20,000</td></tr><tr><td class="align_left">Tensile strain (<i>µ</i>m/m)</td><td class="align_center">6200</td><td class="align_center">7400</td><td class="align_center">8700</td><td class="align_center">9700</td><td class="align_center">10,900</td></tr><tr><td class="align_left">Fatigue life</td><td class="align_center"><span style="width: 57.257ptpx;"><svg height="11.9413pt" id="M60" 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 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<div>The tensile strain and fatigue life of the asphalt pavement subjected to different axle loads after loading cycles of 1 × 10<sup>6</sup>.</div>

Advances in Civil Engineering

tab9

Table 9

Table 9: Application of Linear Viscoelastic Properties in Semianalytical Finite Element Method with Recursive Time Integration to Analyze Asphalt Pavement Structure 

Table 9 | Application of Linear Viscoelastic Properties in Semianalytical Finite Element Method with Recursive Time Integration to Analyze Asphalt Pavement Structure 