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NTIS 바로가기Journal of Korean Tunnelling and Underground Space Association = 한국터널지하공간학회논문집, v.24 no.1, 2022년, pp.79 - 94
정예림 (한양대학교 스마트시티공학과) , 남경민 (한양대학교 건설환경시스템공학과) , 김한얼 (한양대학교 건설환경시스템공학과) , 하상귀 (한양대학교 건설환경공학과) , 윤지석 (한양대학교 스마트시티공학과) , 조재은 (한양대학교 스마트시티공학과) , 유한규 (한양대학교 건설환경공학과)
The demand for tunnel construction is increasing as part of underground space development due to urban saturation. The shield TBM method minimizes vibration and noise and minimizes ground deformation that occurs simultaneously with excavation, and shield TBM is generally applied to tunnel constructi...
An, J.B., Kang, S.J., Kim, J.J., Kim, K.Y., Cho, G.C. (2021), "A preliminary study for numerical and analytical evaluation of surface settlement due to EPB shield TBM excavation", Journal of Korean Tunnelling and Underground Space Association, Vol. 23, No. 3, pp. 183-198.
Chang, S.H. (2015), "A consideration for mechanical rock excavation focusing on TBM and roadheader", Journal of the Korean Society of Mineral and Energy Resources Engineers, Vol. 52, No. 5, pp. 531-548.
Jun, G.C., Kim, D.H. (2015), "A study on key factors of ground surface settlement due to shield TBM excavation using 3-dimension numerical analysis", Journal of Korean Tunnelling and Underground Space Association, Vol. 17, No. 3, pp. 305-317.
Jun, G.C., Kim, D.H. (2018), "Study on the 3 dimensional numerical analysis method for shield TBM tunnel considering key factors", Journal of Korean Tunnelling and Underground Space Association, Vol. 20, No. 2, pp. 513-525.
Kim, W.S. (2020), A study on chamber pressure of EPB shield TBM with measurement data analysis of under the river, Ph.D. Thesis, Woosong University, pp. 6-12.
Kim, Y.D., Hwang, B.H., Cho, S.W., Kim, S.H. (2021), "A study on the soil conditioning behaviour according to mixing method in EPB shield TBM chamber", Journal of Korean Tunnelling and Underground Space Association, Vol. 23, No. 4, pp. 233-252.
Kim, Y.J., Im, C.G., Kang, S.G., Lee, Y.J. (2014), "A study on surface settlement characteristics according to the cohesive soil depth through laboratory model tests", Journal of Korean Tunnelling and Underground Space Association, Vol. 16, No. 6, pp. 507-520.
Koh, S.Y., Kwon, S.J., Hwang, C.H., Kim, S.I., Choo, S.Y. (2011), "A study on gap parameter and influence area of ground settlement using back analysis constructed by shield TBM with shallow depth", Proceedings of the 2011 Spring Conference of the Korean Society for Railway, Hoengseong, pp. 1509-1518.
Moeller, S.C. (2006), Tunnel induced settlements and structural forces in linings, Ph.D. Thesis, University of Stuttgart, pp. 3-35.
Oh, J.Y., Park, H.K., Kim, D.H., Chang, S.B., Lee, S.B., Choi, H.S. (2017), "Study on the effect of tail void grouting on the short- and long-term surface settlement in the shield TBM Tunneling using numerical analysis", Journal of Korean Tunnelling and Underground Space Association, Vol. 19, No. 2, pp. 265-281.
Park, H.K., Oh, J.Y., Chang, S.B., Lee, S.B. (2016), "Case study of volume loss estimation during slurry TBM tunnelling in weathered zone of granite rock", Journal of Korean Tunnelling and Underground Space Association, Vol. 18, No. 1, pp. 61-74.
Peck, R.B. (1969), "Deep excavations and tunnelling in soft ground", Proceedings of the 7th International Conference on Soil Mechanics and Foundation Engineering, Mexico City, pp. 225-290.
Sugiyama, T., Hagiwara, T., Nomoto, T., Nomoto, M., Ano, Y., Mair, R.J., Bolton, M.D., Soga, K. (1999), "Observations of ground movements during tunnel construction by slurry shield method at the Docklands Light Railway Lewisham extension-East London", Soils and Foundations, Vol. 39, No. 3, pp. 99-112.
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