Focusing on the dynamic pressure manifestation and roof disaster mechanisms under continuous min-ing of large mining height working faces, the typical case of roof caving in the 2-2 coal seam at the Xiaobaodang Coal Mine was used as the background. The support resistance and the strong dynamic pressure before and after abnormal pressure were analyzed. On this basis, through a comprehensive ap-proach that includes deposition analysis, numerical simulation, microseismic monitoring, model testing, and field investigation, the mechanism was revealed. The results show that the dynamic pressure mani-festation is more pronounced on the tail side, with continuous pressure appearing before the manifesta-tion of dynamic pressure, possibly accompanied by a relatively calm period. When the working face comes under pressure, the intensity is high, and the affected area is large. The rock layer structure indi-cates lateral alternation and rapid changes in lithology and rock layer thickness, with multiple thick hard rock layers and thin unstable roof layers developing simultaneously in the vertical direction. The damage zone spans multiple working faces, showing synchronous damage and fracture characteristics at different roof levels. Strong dynamic pressure is concentrated at the tail, with damage and stress growth more pronounced on the unsupported side, displaying unevenness and differences. The thick hard roof structure in the goaf can be reactivated and fractured, leading to microseismic events, roof dynamic loads, and subsidence of high-level rock layers. The research findings provide significant reference for disaster early warning, prevention, and safety production in continuous mining of large mining height working faces.