Numerical Simulation of Flood Control Levee Deformation by Shield Tunnel Excavation through the Liuyang River: A Case Study

• Published in: Geofluids 2023-04, Vol.2023, p.1-15
• Main Authors: Lin, Qibin, Cao, Ping, Dong, Tao, Liu, Jingshuo, Zhao, Qingxiong, Zhu, Wenbo
• Format: Article
• Language: English
• Subjects: Analysis; Bridges; Case studies; Computer simulation; Conditioned response; Construction; Coupling; Deformation; Dikes (Engineering); Displacement; Dredging; Engineering; Excavation; Finite element analysis; Finite element method; Flood control; Floods; Geology; Interfaces; Levees; Mathematical models; Mechanics; Monitoring; Numerical analysis; Numerical models; Numerical simulations; Performance engineering; Pressure distribution; Rivers; Shear strain; Simulation; Simulation methods; Software; Subways; Tunnel construction; Tunneling shields; Tunnels; Working conditions
• ISSN: 1468-8115; 1468-8123
• DOI: 10.1155/2023/8925891

The interval section of the Liuyang River flood control levee project of the Changsha Metro Line 6 is used as the engineering background of this study. A three-dimensional finite element numerical model of a tunnel shield containing complex interfaces is established by using the multifield coupling software COMSOL. The paper studied the deformation of flood control levees under shield tunnel excavation working conditions. The results show that when the left line shield machine is excavated below the Liuyang River flood control levee, the deformation of the flood control levee and the surrounding rock of the tunnel is biased towards the built right line tunnel. And it has an impact on the bridge pile near the tunnel. When the shield of the left line crosses the flood control levee, it can easily cause a large deformation and displacement of the levee above the area between the two shields. To ensure the controlled deformation of the levee, the construction should ensure the spacing between the two tunnel palm faces as far as possible and should be far away from other structures on the levee. When the shield crosses the levee, the deformation that occurs at the base of the levee is significantly higher than the deformations that occur at other locations of the levee. Displacement monitoring and secondary reinforcement at the base of the flood control levee appear to be necessary. The numerical simulation results validate the feasibility of using the multifield coupling software COMSOL to study the construction modeling of shield tunnels through rivers and its advantages. This method provides a practical framework for similar tunnel performance engineering or displacement monitoring in future projects.