| description abstract | Top-down cracks are a typical disease of composite pavement. Its occurrence and expansion adversely affect the life of continuous reinforced composite pavement (CRCP). In order to explore the formation mechanism and propagation rule of top-down cracks in CRCP, based on the theory of linear elastic fracture mechanics, a 3D finite-element model of preinstalled cracks on the top of an AC layer was established. According to the main stress parameters that affect the formation of top-down cracks, the most unfavorable load position and the most unfavorable point corresponding to the stress parameters was determined. On this basis, the stress intensity factor of the crack tip under multifactor coupling was calculated by contour integration. The variance analysis of the multifactor crack tip stress intensity factor was carried out through the orthogonal test method, and the main factors affecting the formation and development of top-down cracks were determined. At the same time, the single-factor sensitivity analysis on these influencing factors was carried out, and thus the formation and expansion rule of top-down cracks in continuous reinforced composite pavement was revealed. The result shows that: (1) for the top-down cracks in continuous reinforced composite pavement, the most unfavorable load position is the loading position on the lateral crack side of the CRC layer, the unfavorable point of the longitudinal top-down crack is the loading position on the lateral crack side of the CRC layer at the inner edge of the proximal double wheels, and the unfavorable point on the transverse top-down crack is the loading line on the lateral crack side of the CRC layer; (2) the transverse top-down cracks are a comprehensive cracking mode with K2 type (sliding type) as the dominant type and K1 type (opening type) as the supplement, and AC layer thickness and crack–load transfer capacity are the main influencing factors; and (3) the cracking mode of longitudinal top-down cracks is dominated by K1 type, AC layer thickness, crack–load transfer capacity, crack spacing, and instantaneous temperature difference are the main influencing factors for its formation and propagation. | |
