Influence of the Existing Cavern on the Stability of Adjacent Tunnel Excavation by Small-Scale Model Tests
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Jung, Minchul
(Rural Research Institute, KARICO)
Hwang, Jungsoon (Engineering Team, Doosan Engineering & Construction) Kim, Jongseob (Hwa-do and Yang-pyeong Section No.2, Doosan Engineering & Construction) Kim, Seungwook (Korea Engineering & Research) Baek, Seungcheol (Department of Civil Engineering, Andong National University) |
1 | Baek, Y. S., Kim, H. T. and Im, S. B. (1993), A study on the analysis zone of mountain twin water tunnels, Spring Conference of the Korean Geotechnical Society, pp. 21-26 (in Korean). 과학기술학회마을 |
2 | Barton, N. R. (1972), Model study of rock-joint deformation, International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, Vol. 9, No. 5, pp. 579-582. DOI |
3 | Hobbs, D. W. (1969), Scale model study of strata movement around mine roadways. IV. Roadway shape and size, International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, Vol. 6, No. 4, pp. 365-370. DOI |
4 | Goodman, R. E., Heuze, H. E. and Bureau, G. J. (1972), On modelling techniques for he study of tunnels in jointed rock, The 14th U. S, Symposium on Rock Mechanics, University Park, Pennsylvania, pp. 441-479. |
5 | Hobbs, D. W. (1966), Scale model study of strata movement around mine roadways. Apparatus, technique and some preliminary result, International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, Vol. 3, No. 2, pp. 101-112. DOI ScienceOn |
6 | Hobbs, D. W. (1968), Scale model study of strata movement around mine roadways. I. The dependence of roadway closure upon rock strength, International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, Vol. 5, No. 3, pp. 225-235. |
7 | Hoek, E. and Brown, E. T. (1980), Underground excavation in rock, Institution of Mining and Metallurgy, London, 527 p. |
8 | Im, S. B., Lee, S. M., Lee, J. W. and Paik, Y. S. (1994), Considerable parameters and progressive failure of rock masses due to the tunnel excavation, Journal of the Korean Geotechnical Society, Vol. 10, No. 3, pp. 231-234 (in Korean). |
9 | Jeon, S. W., Kim, J. W., Hong, C. W. and Kim, Y. K. (2003), Scaled model test, biaxial test, stability of tunnel, karstic lime cavern, Journal of The Korean Society of Mineral and Vol. 40, No. 3, pp. 147-158 (in Korean). |
10 | Jang, B. S. (2006), A study on the estimation of the behaviors of the pillar between twin tunnels, Ph D. dissertation, Hongik University, pp. 29-41 (in Korean). |
11 | Kim, H. M. (1997), Effect of interference and ground movement by twin tunnelling, Journal of the Korean Society for Rock Mechanics, Vol. 7, No. 2, pp. 136-142 (in Korean). 과학기술학회마을 |
12 | Kim, J. W. and Park, J. Y. (2004), A study on the deformation behaviors around twin tunnels using scaled model tests, Journal of Korean Society for Rock Mechanics, Vol. 14, No. 5, pp. 381-390 (in Korean), 과학기술학회마을 |
13 | Lawrence, D. (1973), Scale model study of strata movement around roadways. VII. Effect of horizontal and vertical pressure, International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, Vol. 10, No. 3, pp. 173-178. DOI ScienceOn |
14 | Matsuda, T. (1997), A study on design methods for twin tunnels constructed by the single drift and central pier method, Proceedings of Studies on Tunnel Engineering, Vol. 7. |
15 | Peck R. B. (1969), Deep excavations and tunnelling in soft ground, State of the Art Report, Proc. 7th ICSMFE, Mexico, pp. 225-290. |
16 | Yoo, C. S., Lee, H. and Yoon, H. S. (1997), Three dimensional finite element analysis on twin tunnel behavior, Journal of the Korean Geotechnical Society, Vol. 13, No. 3, pp. 151-160 (in Korean). |
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