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

<table class="table-group" id="tab5"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left" rowspan="2">BF contents (%)</td><td class="align_center" colspan="4">Constitutive parameters of BFRAM</td></tr><tr class="thead"><td class="align_center"><i>E</i><sub>1</sub></td><td class="align_center"><i>η</i><sub>1</sub></td><td class="align_center"><i>E</i><sub>2</sub></td><td class="align_center"><i>η</i><sub>2</sub></td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">0</td><td class="align_center">542</td><td class="align_center">566133</td><td class="align_center">189</td><td class="align_center">86595</td></tr><tr><td class="align_left">0.3</td><td class="align_center">577</td><td class="align_center">954430</td><td class="align_center">313</td><td class="align_center">122171</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Viscoelastic constitutive parameters of BFRAM under IDT condition.</div>

Advances in Materials Science and Engineering

tab5

Table 5

Table 5: Viscoelastic Equivalent Creep Behavior and Its Influencing Factors of Basalt Fiber-Reinforced Asphalt Mixture under Indirect Tensile Condition 

Table 5 | Viscoelastic Equivalent Creep Behavior and Its Influencing Factors of Basalt Fiber-Reinforced Asphalt Mixture under Indirect Tensile Condition 