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By establishing the ballast track full scale model, this paper tested and compared the difference between the resistance of the sleeper group and the resistance of a single sleeper, and studied the effect of sleeper group on lateral resistance. The model of the ballast bed was established based on the discrete element method. We compared the lateral resistance of ballast bed composed of different number of sleepers and analyzed the particle movement and the contact characteristic. According to case calculations, we analyzed the lateral stability of continuous welded rail (CWR) considering the effect of sleeper group. The results show that the average resistance of five sleepers decreased by about 28% compared with that of a single sleeper. With the increase of sleeper’s number, the average resistance gradually becomes stable. The reduction of lateral resistance under the effect of sleeper group mainly occurs in the ballast side and sleeper end area and there is a common area of resistance at the side and end of sleepers. When the sleeper displacement reaches 2 mm, the contribution rate of crib resistance in the independent area and the common area is about 4.3:1:1, and the contribution rate of shoulder resistance is about 3.2:1:1. To ensure the safety of the CWR operation, it is suggested that at least three sleepers should be pushed at the same time when testing the lateral resistance and use the average lateral resistance as a reference value.

Polyurethane-reinforced ballasted track (PRBT) can improve the integrity of ballasted track structures and satisfy the high-stability requirements of high-speed railways. In this study, the quality evolution law of PRBT structures after being launched into train service was analyzed, and a reference for structural optimization and maintenance operation was provided. The track geometric state of the PRBT test section of a high-speed railway was measured and monitored for nearly one year after it was launched into operation, and the ballastless track of the adjacent section was selected as a reference. The geometric states of the tracks were evaluated and compared using various parameters, including sliding standard deviation, average standard deviation, and track irregularity spectrum density. Results show that the track quality indexes of the test section, which were in operation for nearly one year, were slightly over the limit. Moreover, the fastener can be finely adjusted for the high-value index sections to further improve the ride comfort. The application effect of PRBT in the subgrade fracture zone was good, which could satisfy the requirements of high-quality transportation as well as the normal operation and maintenance of high-speed railway.