Abstract:A seawall in shanghai is located above the tunnel. Because of the seepage failure and seawall soil erosion, the slope is collapsed and the barrier board is suspended in air and is broken. It is urgently to maintain and reinforce the seawall. In order to insure the construction safety, FLAC3D numerical modeling method is used to calculate the influence of seawall reinforcement and maintenance on the lower tunnel displacement. The calculation is divided into two processes of riprap construction and high-pressure jet grouting pile construction. The calculation result shows that the influence of engineering practice on the tunnel is controllable.