Evaluation and Influencing Factors on Particle Agglomeration in RAP

Abstract

Asphalt extraction test and scanning electron microscopy (SEM) were used for analysis of agglomerations of reclaimed asphalt pavement (RAP) particles. In order to quantify the agglomeration degree of RAP, the fineness modulus ratio (FMR) and the percentage loss index (PLI) were proposed. In addition, grey correlation analysis was conducted to discuss the relationship between particle agglomerations and RAP size, asphalt content (AC), and surface area. Two indexes indicate that the agglomeration degree increases in general as the RAP size reduces. This can be attributed to that particles are prone to agglomeration in the case of higher AC. Based on the SEM images and the material composition of RAP, the particle agglomeration in RAP can be classified into weak agglomeration and strong agglomeration. Grey correlation analysis shows that AC is the crucial factor affecting the agglomeration degree and RAP variability. In order to produce consistent and stable reclaimed mixtures, disposal measures of RAP are suggested to lower the AC of RAP.

Keywords

RAP / particle agglomeration / grey correlation analysis / asphalt content

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