Taking the inclined hoisting shaft of Moxinpo coal mine of Tianfu Mining Co., Ltd. in Chongqing as project case, the paper studies on the mechanical behavior of the inclined shaft under different reinforcement systems and analyzes the impacts on Moxinpo station imposed by the inclined shaft during its operation by means of finite difference solution method. In the end, all the requirements of the railway are completely satisfied and helpful reference is provided for the determination of the lining of the inclined shaft.