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- W800418697 abstract "The evaluation of a mixture of asphalt and rubber to serve as a strain attenuating layer (SAL) in asphaltic concrete overlays is discussed. The mixture consisted of a blend of asphalt and rubber and the SAL was made with and without stone chips. The tests used for the evaluation were developed to simulate certain pavement loadings and they were classified as repeated vertical shear, static horizontal shear, repeated horizontal shear, and flexure fatigue. Calculations were carried out to determine the effects of the SAL on stresses in the laboratory models and also in flexible layered pavement systems. The laboratory test results showed that the layers without the stone chips had the best performance. The calculations for the laboratory and pavement models indicated that the greatest effect brought about by the attenuating layer was in reduction of horizontal shear at the overlay-asphalt-rubber layer interface and that there must be a limiting thickness of that layer to prevent tensile overstress of the bottom surface of the asphaltic concrete overlay." @default.
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- W800418697 modified "2023-09-26" @default.
- W800418697 title "LABORATORY EVALUATION OF AN ASPHALT-RUBBER SAL" @default.
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