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Fatigue Residual Strength and Damage Evolution Model of SMA-13 Asphalt Mixtures under Different Temperatures and Stress Levels
Publisher: American Society of Civil Engineers
Abstract: AbstractTo reveal the strength degradation law of stone mastic asphalt with 13.2 mm nominal
maximum aggregate size (SMA-13) asphalt mixtures under repeated load, direct tensile,
compressive, and indirect tensile dynamic ...
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