A Study on Earth Pressure Calculating Method about Shield TBM Tunnel Segments in the Rock |
Chun, Byungsik
(Construction Industry Research Institute)
Ki, Jungsu (Korea Infrastructure Safety Corporation) Kang, Taehee (Korea Electric Power Corporation) Kwag, Yunehyeong (Department of Civil Engineering, Kyonggi University) Byun, Yoseph (Korea Infrastructure Safety Corporation) |
1 | 이인모 (2004), 터널의 지반공학적 원리, 새론출판사, pp. 371-378. |
2 | Barton N., R Lien and J. Lunde (1974), Engineering classification of rock masses for the design of tunnel support, Rock Mechanics, Vol. 6, No. 4, pp. 183-236. |
3 | Bhasin, R. and Grimstad, E. (1996), The use of stress-strength relationship in the assessment of tunnel stability, Proc. Recent Advances in Tunnelling Technology, New Delhi, India, Vol. 11, No. 1, pp. 93-98. |
4 | Bieniawski Z. T. (1989), Engineering rock mass classifications, Wiley, New York, pp. 245-260. |
5 | KEPCO (2007), Report of new Seongnam 345 kV installation, pp. 127-129 (in Korean). |
6 | KEPCO (2008), Report of Gangnam 154 kV installation, pp. 282-286 (in Korean). |
7 | Kommerell (1912), Statische berechnung von tunnelmauerwerk, Wilhelm Ernst & Sohn, Berlin, pp. 42-78. |
8 | Protodyakonov, N. M. (1963), Firmness coefficient for estimation of rock loads, Personal communication to Beas Design Organisation New Delhi, India, pp. 65-76. |
9 | Terzaghi, K. (1946), Rock defects and loads on tunnel support : in rock tunnelling with steel supports by proctor, R. V. and White, T. L., Commercial Shearing Co., Youngstown, Ohio, pp. 15-99. |
10 | Unal, E. (1983), Design guidelines and roof control standards for coal mine roofs, Ph. D dissertation, Pennsylvania State University, pp. 350-360. |