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

<div>Schematic diagram of the binary section image for IDT specimens. (a) Distribution of asphalt mortars. (b) Distribution of coarse aggregates.</div>

Advances in Materials Science and Engineering

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Figure 3

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

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