Developing a prediction model for segment joint opening in an underwater shield tunnel

Abstract

The opening of segment joints is vital to structural stability and leakage prevention for the underwater shield tunnels and it is governed by many environmental variables, e.g., water pressure, earth pressure, and temperature. Identifying the key variables and selecting a reliable predictive model for the joint opening are challenging but important tasks but they are usually done according to subjective judgments. To develop a reliable predictive model, the Nanjing Yangtze River tunnel was introduced as a case study for field monitoring and theoretical analysis. First, the structural health monitoring system in this shield tunnel was used to construct a database of measurements including joint opening, water pressure, earth pressure, and temperatures in the escape layer and inside the segment. Then, Bayesian model class selection was conducted for the variable selection and model construction. Consequently, the water pressure and temperature inside the segment were identified as the input variables for joint opening evaluation. This two-parameter model was validated by using the measurement data. It is useful for the evaluation of similar projects in tunneling engineering.

Keywords:

• Underwater shield tunnel
• Structural health monitoring
• BMCS method
• Segment joint opening
• Probability

Disclosure statement

No potential conflict of interest was reported by the authors.

Additional information

Funding

This work was supported by the China National Natural Science Foundation of Youth Fund Project (No. 51809253), the Science and Technology Development Fund, Macau SAR (File no.: SKL-IOTSC(UM)-2021-2023).