Deterioration of CA mortar filling layer under cyclical thermal loading.

• The influence of cyclical temperature treatment on the interface between CA mortar and concrete was studied. • The mechanism of interface damage was analyzed by SEM, MIP, TG and DTA. • The softened asphalt moved into capillary pores at high temperature. Cement and emulsified asphalt mortar (CA mortar) has been widely used as a filling layer between concrete bed plates and track slabs for high-speed railways. This study analyses the cracking mechanism of the interface between CA mortar and the concrete under CT treatment (cyclical temperature from −40 °C to 60 °C) and CTI treatment (cyclical temperature from −40 °C to 60 °C then immersed in water) by means of scanning electron microscopy (SEM), mercury intrusion porosimetry (MIP), thermos-gravimetric analysis (TG) and differential thermal analysis (DTA). Results showed that cracks were observed on the interface after 16 CT cycles, while 25 cycles were required to observed cracks for sample under CTI treatment. The samples subjected to the CT treatment had a larger length difference between the CA mortar and concrete at high temperature. The volume proportion of 2–10 μm-level pore in CA mortar was declined after CT or CTI treatment, which was caused by removal of asphalt component in CA mortar from the matrix to the capillary porosity as confirmed by SEM results. CT treatment made it clear that the substance of low melting point in the asphalt either volatilized or turned into the substance of high melting point from TG and DTA analysis. [ABSTRACT FROM AUTHOR]