Evaluating the rutting resistance of asphalt mixtures using a simplified triaxial repeated load test
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文摘
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The feasibility of the newly developed Simplified Triaxial Repeated Load Test (STRT) is verified.

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The self-provided lateral confinement in the STRT has significant effects on permanent deformation of asphalt mixtures.

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The relationship between rutting depth and key parameters in Stephen Price model is analyzed.

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