Effect of Diatomite and Basalt Fibers on Pavement Performance and Vibration Attenuation of Waste Tires Rubber-Modified Asphalt Mixtures

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="8"><hr/></td></tr><tr class="thead"><td class="align_left">Properties</td><td class="align_center">Diameter (<i>μ</i>m)</td><td class="align_center">Length (mm)</td><td class="align_center">Water content (%)</td><td class="align_center">Combustible content (%)</td><td class="align_center">Tensile strength (MPa)</td><td class="align_center">Tensile modulus of elasticity (GPa)</td><td class="align_center">Elongation at break (%)</td></tr><tr><td class="thead-hr" colspan="8"><hr/></td></tr><tr><td class="align_left">Value</td><td class="align_center">10–13</td><td class="align_center">6</td><td class="align_center">0.030</td><td class="align_center">0.56</td><td class="align_center">2320</td><td class="align_center">86.3</td><td class="align_center">2.84</td></tr><tr class="table-tr"><td colspan="8"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Mathematical Problems in Engineering

tab2

Table 2

Table 2: Effect of Diatomite and Basalt Fibers on Pavement Performance and Vibration Attenuation of Waste Tires Rubber-Modified Asphalt Mixtures 