Abstract
As the urban underground space environment gets more complex, the cases of shield machines encountering and cutting through piles are becoming more common. The interaction between the cutter head and pile foundation directly affects the tunneling performance of the shield machine and the safety of the existing structure. To study the interaction between the pile and the shield machine, a calculation model of the interaction force is established. A field test of cutting two piles was conducted and the rationality of the model is verified by comparing the calculation results with field test data. The model is applied in the project of a shield machine cutting bridge piles in Harbin Metro Line 3, China. The shield operation parameters are predicted and compared with field test results. Besides, the impacts of cutting surface width and eccentric distance on interaction force are discussed. The study shows that there is a significant interaction between the cutter head and the piles when the shield machine cuts reinforced concrete piles, which causes obvious changes in the shield operation parameters and shield performance. The number of tools that are inside the cutting area has a significant effect on the additional torque. The additional torque fluctuates with the rotation of cutter head and increases with the increase of the number of tools. The number of these tools is determined by factors such as the layout of tools in the cutter head, cutting surface width and eccentric distance, which influence the position of each tool relative to the cutting area. As the cutting distance increase, the additional torque of the cutter head shows a trend of first increasing and then decreasing and reaches the maximum value when the cutting distance reaches the radius of the pile. Besides, the additional force and additional moment of the cutter head increase with the increase of the cutting surface width. The impacts of eccentric distance on additional force and additional moment are complicated. The results in this paper can provide reference for similar engineering.
Funder
Key Project of High-speed Rail Joint Fund of the National Natural Science Foundation of China
Subject
Fluid Flow and Transfer Processes,Computer Science Applications,Process Chemistry and Technology,General Engineering,Instrumentation,General Materials Science
Reference40 articles.
1. Shield tunneling and environment protection in Shanghai soft ground;Liao;Tunn. Undergr. Space Technol.,2009
2. Bridge responses induced by adjacent subway station construction using shallow tunneling method;Su;Adv. Civ. Eng.,2018
3. Present status and technology of shield tunneling method in Japan;Koyama;Tunn. Undergr. Space Technol.,2003
4. Zhang, C., Zhao, Y., Zhang, Z., and Zhu, B. (2021). Case Study of Underground Shield Tunnels in Interchange Piles Foundation Underpinning Construction. Appl. Sci., 11.
5. Numerical simulation and analysis of the pile underpinning technology used in shield tunnel crossings on bridge pile foundations;Li;Undergr. Space,2021
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