Performance of Side-by-Side Twin Tunnel Excavation under a Single Pile and Pile Group by the NATM
Author:
Publisher
Springer Science and Business Media LLC
Subject
Plant Science,General Biochemistry, Genetics and Molecular Biology,General Chemistry
Link
https://link.springer.com/content/pdf/10.1007/s10600-023-03937-5.pdf
Reference26 articles.
1. M. M. Farias, A. H. Moraes, and A. P. Assis, “Displacement control in tunnels excavated by the NATM: 3-D numerical simulations,” Tunnel Undergr. Space. Technol., 19, 283-293 (2004).
2. M. Karakus and R. J. Fowell, “Effect of different tunnel face advance excavation on the settlement by FEM,” Tunnel Undergr. Space. Technol., 18, 513-523 (2003).
3. M. Karakus and R. J. Fowell, “2-D and 3-D finite element analyses for the settlement due to soft ground tunneling,” Tunnel Undergr. Space. Technol., 21, 392 (2006).
4. C. Yoo, “Performance of multi-faced tunneling-A 3D numerical investigation,” Tunnel Undergr. Space. Technol., 24, 562-573 (2009).
5. C. Y. Cheng, G. R. Dasari, Y. K. Chow, and C. F. Leung, “Finite element analysis of tunnel soil-pile interaction using displacement controlled model,” Tunnel Undergr. Space. Technol., 22, 450-466 (2007).
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