Parameter analysis of water flow during EPBS tunnelling and an evaluation method of spewing failure based on a simplified model

Abstract Spewing failure always occurs when a tunnel is constructed in water-rich sand stratum using an earth pressure balance shield, which could lead to considerable disturbance of the environment. However, few studies have investigated the mechanism of spewing. To understand the mechanism of screw conveyor spewing, a new simplified model was proposed to calculate the groundwater flow rate and water pressure gradient in the earth pressure balance shield. Ergun’s equation was used to consider the influence of turbulent flow, which is inevitable during spewing. The model was verified by tests, and a parameter analysis was conducted to investigate the effects of soil behaviour, fluid kinematic viscosity and shield geometry. Additionally, an evaluation method to predict spewing was proposed based on the simplified model, and the method was verified by investigating real-world engineering problems. The results indicate that the groundwater flow rate and velocity in the screw conveyor increase significantly with increasing soil hydraulic conductivity in the turbulent flow range. The influence of soil porosity on the groundwater flow rate and velocity is greater than that of the soil’s average particle diameter. In addition, increasing the screw conveyor length can be used to control spewing. Comparisons with practical engineering examples show that the proposed method is effective. The proposed method can be used to predict the risk of spewing such that appropriate measures can be taken.