Development of shield-TBM scale model system for excavation of curved section
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Kong, Min-Teak
(Dept. of Civil Engineering, Hoseo University)
Kim, Yeon-Deok (Dept. of Civil Engineering, Hoseo University) Lee, Kyung-Heon (Dept. of Civil Engineering, Hoseo University) Hwang, Beoung-Hyeon (Dept. of Civil Engineering, Hoseo University) An, Jun-Kyu (Dept. of Civil Engineering, Hoseo University) Kim, Sang-Hwan (Dept. of Civil Engineering, Hoseo University) |
1 | Chang, S.H., Choi, S.W., Park, Y.T., Lee, G.P., Bae, G.J. (2013), "Experimental evaluation of the effects of cutting ring shape on cutter acting forces in a hard rock", Journal of Korean Tunnelling and Underground Space Association, Vol. 15, No. 3, pp. 225-235. DOI |
2 | Cho, J.W., Yu, S.H., Jeon, S.W., Chang, S.H. (2008), "Numerical study on rock fragmentation by TBM disc cutter", Journal of Korean Tunnelling and Underground Space Association, Vol. 10, No. 2, pp. 139-152. |
3 | Kang, E.M., Kim, Y.M., Hwang, I.J., Kim, S.H. (2015), "A study on the damage of cutter bit due to the rotation speed of shield TBM cutter head in mixed ground", Journal of Korean Tunnelling and Underground Space Association, Vol. 17, No. 3, pp. 403-413. DOI |
4 | Kang, S.O., Kim, H., Kim, Y.M., Kim, S.H. (2017), "Application technique on thrust jacking pressure of shield TBM in the sharp curved tunnel alignment by model tests", Journal of Korean Tunnelling and Underground Space Association, Vol. 19, No. 2, pp. 335-353. DOI |
5 | Kim, J.D. (2011), A study on ground behavior of model test shield TBM during excavation, Engineering Structures, Hoseo University of Graduate School, Master's Degree, pp. 1-77. |
6 | Oh, T.S., Kim, B.S, Shin, H.C, Kim, S.H. (2011), "A study on ground behavior of shield TBM lunching area during excavation", Proceedings of the Korean Society for Railway Conference, Vol. 2011, No. 10, Jeju, pp. 353-364. |
7 | Sugimoto, M., Sramoon, A., Konishi, S., Sato, Y., (2007), "Simulation of shield tunneling behavior along a curved alignment in a multilayered ground", Journal of Geotechnical and Geoenvironmental Engineering, Vol. 133, No. 6, pp. 684-694. DOI |
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