Comparative evaluation of fatigue resistance of warm fine aggregate asphalt mixtures
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Using WMA additives increased the stiffness of the asphalt mixture.

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Sasobit mix has dissipated less energy with cycles than other mixes.

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VECD method showed insignificant difference between HMA and WMA in fatigue resistance.

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FAM samples showed less variability among replicates than AMPT-sized samples.

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