Viscoelastic Equivalent Creep Behavior and Its Influencing Factors of Basalt Fiber-Reinforced Asphalt Mixture under Indirect Tensile Condition

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left">Index</td><td class="align_center">Tensile strength (MPa)</td><td class="align_center">Density (g/cm<sup>3</sup>)</td><td class="align_center">Elastic modulus (GPa)</td><td class="align_center">Elongation (%)</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">Values</td><td class="align_center">450 × 10<sup>1</sup></td><td class="align_center">2.70</td><td class="align_center">100</td><td class="align_center">3.10</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Physical characteristics of BF.</div>

Advances in Materials Science and Engineering

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Table 3

Table 3: Viscoelastic Equivalent Creep Behavior and Its Influencing Factors of Basalt Fiber-Reinforced Asphalt Mixture under Indirect Tensile Condition 

Table 3 | Viscoelastic Equivalent Creep Behavior and Its Influencing Factors of Basalt Fiber-Reinforced Asphalt Mixture under Indirect Tensile Condition 