1 |
Jeong, H.Y., Zhang, N., Jeon, S.W. (2018), "Review of technical issues for shield TBM tunneling in difficult grounds", Korean Society for Rock Mechanics, Vol. 28, No. 1, pp. 1-24.
|
2 |
Jun, G.C., Kim, D.H. (2016), "A intercomparison on the estimating shield TBM tunnel face pressure through analytical and numerical analysis", Journal of Korean Tunnelling and Underground Space Association, Vol. 18, No. 3, pp. 273-282.
DOI
|
3 |
Lee, S.W., Jang, S.H., Choi, S.W. (2011), "Prediction of future demand for domestic TBM tunnels", Geotechnical Engineering, Vol. 27, No. 2, pp. 18-26.
|
4 |
The Support Pressure Calculator for TBM Tunnelling Home Page, http://www.facesupport.org (March 7, 2020).
|
5 |
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
|
6 |
Anagnostou, G., Kovari, K. (1996), "Face stability conditions with earth-pressure-balanced shields", Tunnelling and Underground Space Technology, Vol. 11, No. 2, pp. 165-173.
DOI
|
7 |
ITA WG Mechanized Tunnelling (2000), Recommendations and guidelines for tunnel boring machines (TBMs), pp. I-22-I-34.
|
8 |
Itasca Consulting Group Inc. (1999), PFC2D particle flow code in 2 dimensions, Minneapolis, Itasca.
|
9 |
Itasca Consulting Group Inc. (2002), FLAC3D fast lagrangian analysis of continua in 3 dimensions, Minneapolis, Itasca.
|
10 |
Japan Electric Power Civil Engineering Association (2001), Construction case investigation by TBM construction method, Japan Electric Power Construction Industry Association.
|