Damage ratio strength criterion for asphalt mixtures and its application in rutting prediction

The current damage ratio strength theory is employed to predict the multiaxial strength of asphalt mixtures at various temperatures. Based on the dimensionless triaxial strength of asphalt mixtures, the values of six empirical parameters are recommended to establish the corresponding dimensionless strength criterion. The multiaxial strength data of diverse asphalt mixtures, including OGFC-13, AC-13, AC-20, AC-25, SMA-13, and SUP12.5 at different temperatures, are employed to validate the proposed criterion, which is then compared with other criteria. The results indicate that the suggested dimensionless strength criterion with uniform parameter values can accurately predict the true triaxial, confining triaxial, and biaxial strength values of asphalt mixtures across various temperatures. Furthermore, the proposed criterion is employed to elucidate the mechanical mechanism of rutting, offering a valuable insight for predicting flow rutting of pavement under loads. •The dimensionless triaxial strength of asphalt mixtures at different temperatures exhibits consistent variation patterns.•A dimensionless strength criterion with uniform parameter values is developed.•The strength criterion can predict the multiaxial strength values of asphalt mixtures at different temperatures.•The damage ratio strength theory can predict the formation of flow rutting under load conditions.