Damage Characteristics of Asphalt Stabilized Macadam Under Freeze-thaw Action

Abstract

In order to study the freeze-thaw resistance of asphalt stabilized macadam asphalt pavement in cold regions, the asphalt stabilized macadam specimens were subjected to freeze-thaw cycles at different times. Based on CT non-destructive testing and digital image processing technology, the change laws of porosity, void number and void equivalent diameter of asphalt stabilized macadam specimens were studied, so as to analyze the freeze-thaw damage characteristics of asphalt stabilized macadam from the micro level, The effect of adding 2% SBS modifier on the freeze-thaw resistance of asphalt stabilized macadam was studied. The results show that with the increase of freeze-thaw times, the porosity and the number of voids of asphalt stabilized macadam increases gradually, while the equivalent diameter of voids decrease first and then increase; The addition of 2% SBS can hinder the development of void connectivity and the generation of new voids, and improve the water damage resistance of asphalt stabilized macadam.