To reveal the influence of prefabricated modular hollow panel reinforced earth retaining wall on panel connection stability, based on the limit equilibrium theory, the stability of modular hollow pa-nel reinforced earth retaining wall panel connection was deeply studied. Considering the hollow ratio and tilt angle of the module panel, the tensile force of the reinforcement connection and the resistance of the panel connection were calculated, and the corresponding stability analysis methods were established. The effectiveness of this method has been verified by comparing it with existing results in the literature. Further parametric analysis was conducted on different influential factors. The results show that increa-sing the module void ratio, reducing the internal friction angle of the fill, and increasing the reinforcement spacing will reduce the stability of the panel connection, with a particularly significant impact on the middle and lower parts of the retaining wall. At the same time, the stability of the inclined reinforced soil retaining wall panel connection is significantly reduced, with a more significant impact on the upper part of the retaining wall.