To investigate the formation mechanism of cracking in track slab-CA mortar layers under continuous high-temperature conditions, a thermal and moisture coupling deformation theory was used to analyze interlayer damage in ballastless track structures. Firstly, the thermal and moisture coupling deformation and interlayer damage model of the CRTS Ⅱ type slab track structure was established by integrating the thermal and moisture coupling transfer model with the cohesive force damage model through the use of equivalent temperature differentials. The accuracy of the model was verified by setting up an indoor test bench. Secondly, based on the coupled heat and humidity transfer model of the slab-type ballastless track, the distribution characteristics of the temperature and capillary pressure fields were calculated and analyzed using COMSOL Multiphysics® software and the summer meteorological data in Hangzhou, China. The results indicate that the influence depth of drying rapidly developed to 20 mm on day 1, and expanded to 60 mm on day 6; the expansion rate gradually slowed until it reached 120 mm on the 25th day and finally 150 mm on the 40th day. Finally, based on this, the finite element software ABAQUS was used to comparatively analyze the thermal deformation and coupling deformation of both thermal and moisture effects, as well as interlayer damage in the CRTS Ⅱ type slab track structure in the unit state and longitudinal connection state. The results indicate that drying shrinkage can hinder upward arch displacement and damage to the track slab based on the temperature gradient, while significantly worsening upward warping displacement and damage to the track slab. The upward arch displacement decreased by 21.24 % in the unit state and 22.67 % in the longitudinally connected state on the 40th day, while the upward warping displacement increased by 62.17 % and 32.22 %, respectively. Therefore, it is crucial to investigate how moisture deformation impacts the cracking of the track slab-CA mortar layer, as a significant research factor.
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