Abstract
References
1.Anagnostou, G., Kovári, K. (1994), “The face stability of slurry-shield-driven tunnels. tunneling and underground space technology”, Vol. 9, No. 2, pp. 165-174. 2.Anagnostou, G., Kovári, K. (1996), “Face stability in slurry and EPB shield tunneling”, In Mair and Taylor, pp. 453-458. 4.Broms, B.B., Bennermark, H. (1967), “Stability of clay at vertical openings”, Journal of the Soil Mechanics and Foundations Division, Vol. 93, No. 1, pp. 71-94. 5.Davis, E.H., Gunn, M.J., Mair, R.J., Seneviratne, H.N. (1980), “The stability of shallow tunnels and underground openings in cohesive material”, Géotechnique, Vol. 30, No. 4, pp. 397-416. 7.Jancsecz, S., Steiner, W. (1994), “Face support for a large mix-shield in heterogenous ground conditions”, In Tunneling ’94, London, Institution of Mining and Metallurgy. 8.Kanayasu, S., Kubota, I., Shikibu, N. (1995), “Stability of face during shield tunneling - A survey of Japanese shield tunneling”, In Fujita and Kusakabe, pp. 337-343. 9.Krause, T. (1987), “Schildvortrieb mit flüssigkeits- und erdgestützter ortsbrust”, PhD thesis, Technischen Universität Carolo-Wilhelmina, Braunschweig. 10.Mair, R.J., Taylor, R.N. (1996), “Geotechnical aspects of underground construction in soft ground”, Rotterdam, Balkema.
Information
- Publisher :Korean Tunneling and Underground Space Association
- Publisher(Ko) :한국터널지하공간학회
- Journal Title :Journal of Korean Tunnelling and Underground Space Association
- Journal Title(Ko) :한국터널지하공간학회 논문집
- Volume : 18
- No :3
- Pages :273-282
- Received Date : 2016-03-11
- Revised Date : 2016-04-26
- Accepted Date : 2016-04-29
- DOI :https://doi.org/10.9711/KTAJ.2016.18.3.273


Journal of Korean Tunnelling and Underground Space Association







