The adhesion between composite pavement layers plays a significant role in the long-term performance of these pavements. The purpose of this study is to investigate the effects of tack coats and their rate of usage on shear strength of interface between reinforced concrete and asphaltic pavements. In order to measure the adhesion properties, the direct shear test was used and also to measure the roughness of the surface of the concrete pavements containing the steel slag, the British pendulum and abrasion tests were applied in accordance with EN 1338. The results of the experiments indicated that the replacement of 50% of steel slag with aggregate caused an increase in mechanical properties and also in accordance with the abrasion standard of EN 1338 it was in appropriate range in terms of wearing. In addition, the results of the composite pavement shear strength test showed that with increasing the rate of tack coat application, the shear strength increased to reach the optimum point and then gradually decreased. The optimum rate of applying tack coat was varied from 0.6 to 0.9 liters per square meter depending on the type of tack coat. Considering the optimum rate of the shear strength ranking for different bitumen between composite layers was as follows: emulsion bitumen< control bitumen< crumb rubber with zeolite modified bitumen.
- حق عضویت دریافتی صرف حمایت از نشریات عضو و نگهداری، تکمیل و توسعه مگیران میشود.
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