Abstract:Taking the shield tunneling of Chengdu Metro Line 1 under the existing Jinjiang Bridge as the research object, the displacement and stress of the existing bridge caused by the metro shield construction are numerically simulated and calculated before and after the reinforcement of bridge foundation by using the large-scale three-dimensional finite element software ANSYS. The results before and after the foundation reinforcement are compared and analyzed. The significative conclusion is summarized. The relative experience can be referred for the similar projects.