Effect of Fine Aggregate Gradation on Macro and Micro Properties of Cold Recycling Mixture Using Emulsified Asphalt

In order to explore the influence of fine aggregate on the macro and micro properties of cold recycling mixture using emulsified asphalt (CRME), mechanical and microscopic property tests were carried out. The indirect tensile strength (ITS), unconfined compressive strength (UCS) and triaxial shear strength of different fine aggregate gradation was measured for analyzing the effects of fine aggregate on the mechanical strength, triaxial shear resistance and fracture energy of CRME. Meanwhile, the surface morphologies and air voids distribution of different CRME were observed by scanning electron microscopy (SEM) and X-ray computed tomography (X-ray CT). The results show that fine aggregate has a significant effect on the mechanical strength and shear resistance of CRME. With the same water and asphalt content, the fracture energy and failure strain of the mixture with less fine aggregate (G3-2) decreased by 16.2% and 18.2%, respectively. The less content of powder there was, the fewer cement hydration products there were due to some cement being coated by emulsified asphalt and the cement hydration products fiber length being shorter. Approximately 70% of the AFt hydration products in the G3-2 mixture were in the range of 1-4 mu m, while those in the G1 mixture were in the range of 4-8 mu m. With the increase in filler content, the number of air voids in the volume range of 0.5 mm(3) <= V < 5 mm(3) in CRME decreased, and the number of air voids in the volume range of V < 0.5 mm(3) significantly increased, while the equivalent radius of air voids decreased slightly with the increase in filler content.

Automated summary

This study investigated the influence of fine aggregate on the macro and micro properties of cold recycling mixture using emulsified asphalt. The results showed that fine aggregate significantly affected the mechanical strength and shear resistance of the mixture. Less fine aggregate content led to a decrease in fracture energy and failure strain of the mixture.