Pre-grouting for CHI of EPB shield TBM in difficult grounds: a case study of Daegok-Sosa railway tunnel |
Kang, Sung-Wook
(Daegok-Sosa Subway Tunnel Contract No.2, HDEC)
Chang, Jaehoon (Daegok-Sosa Subway Tunnel Contract No.2, HDEC) Lee, Jae-Won (Daegok-Sosa Subway Tunnel Contract No.2, HDEC) Kim, Dae-Young (Institute of Technology, HDEC) Shin, Young-Jin (Daegok-Sosa Subway Tunnel Contract No.2, HDEC) |
1 | Yoon, Y., Jeong, H., Jeon, S. (2018), "Review of pre-grouting methods for shield TBM tunneling in difficult grounds", Tunnel and Underground Space, Vol. 28, No. 6, pp. 528-546. DOI |
2 | Anagnostou, G., Kovari, K. (1994), "The face stability of slurry-shield-driven tunnels", Tunnelling and Underground Space Technology, Vol. 9, No. 2, pp. 165-174. DOI |
3 | Jeong, H., Zhang, N., Jeon, S. (2018), "Review of technical issues for shield TBM tunneling in difficult grounds", Tunnel and Underground Space, Vol. 28, No. 1, pp. 1-24. DOI |
4 | Zizka, Z., Thewes, M. (2016), Recommendations for face support pressure calculations for shield tunneling in soft ground, DAUB, Version 10. |