참고문헌
- Anagnostou, G. and Kovari, K. (1994), "The face stability of slurry-shield-driven tunnels", Tunn. Undergr. Sp. Technol., 9(2), 165-174. https://doi.org/10.1016/0886-7798(94)90028-0
- Attewell, P.B. and Woodman, J.P. (1982), "Predicting the dynamics of ground settlements and its derivatives by tunneling in soil", Ground Eng., 15, 36.
- Azadi, M., Pourakbar, Sh. and Kashfi, A. (2013), "Assessment of optimum settlement of structure adjacent urban tunnel by using neural network methods", Tunn. Undergr. Sp. Technol., 37, 1-9 https://doi.org/10.1016/j.tust.2013.03.002
- Bobet, A. (2001), "Analytical solutions for shallow tunnels in saturated ground", J. Eng. Mech., 127(12), 1258-1266. https://doi.org/10.1061/(ASCE)0733-9399(2001)127:12(1258)
- Broere, W. (2001), "Tunnel face stubility and new CPT applications", Ph.D. Dissertation, Delft University of Technology, Delft, The Netherlands.
- Carrenza-Torres, C. (2004), Computation of Factor of Safty for Shallow Tunnels using Caquots Lower Bound Solution, Geodata, Turin, Italy.
- Chakeri, H., Bahtiyar, U. and Talebinejad, A. (2011), "Control of surface settlements with Earth pressure balance method (EPB) for Istanbul metro", Proceedings of the First Asian and 9th Iranian Tunnelling Symposium, Tehran, Iran, October-November.
- Chakeri, H., Bahtiyar, U. and Yilmaz, O. (2014), "A novel relationship for predicting the point of inflexion value in the surface settlement curve", Tunn. Undergr. Sp. Technol., 43, 266-275. https://doi.org/10.1016/j.tust.2014.05.016
- Chen, R.P., Tang, L.J., Ling, D.S. and Chen, Y.M. (2011), "Face stability analysis of shallow shield tunnels in dry sandy ground using the discrete element method", Comput. Geotech., 38(2), 187-195. https://doi.org/10.1016/j.compgeo.2010.11.003
- Chen, R.P., Zhu, J., Liu, W. and Tang, X.W. (2011), "Ground movement induced by parallel EPB tunnels in silty soils", Tunn. Undergr. Sp. Technol., 26(1), 163-171. https://doi.org/10.1016/j.tust.2010.09.004
- Chiorboli, M.A. and Marcheselli, P.P. (1996), "Analysis and control of subsidence due to earth pressure shield tunneling in Passante Ferroviario of Milano", Proceedings of the International Conference on North American Tunneling, Washington, D.C., U.S.A., April.
- Chou, W.I. and Bobet, A. (2002), "Prediction of round deformations in shallow tunnels in clay", Tunn. Undergr. Sp. Technol., 17(1), 3-19. https://doi.org/10.1016/S0886-7798(01)00068-2
- Dindarloo, S.R. and Siami-Irdemoosa, E. (2015), "Maximum surface settlement based classification of shallow tunnels in soft ground", Tunn. Undergr. Sp. Technol., 49, 320-327. https://doi.org/10.1016/j.tust.2015.04.021
- Ercelebi, S.G., Copur, H. and Ocak, I. (2011), "Surface settlement predictions for Istanbul Metro tunnels excavated by EPB-TBM", Environ. Earth Sci., 62(2), 357-365 https://doi.org/10.1007/s12665-010-0530-6
- Fang, Y.S., Wu, C.T., Chen, S.F. and Liu, C. (2014), "An estimation of subsurface settlement due to shield tunneling", Tunn. Undergr. Sp. Technol., 44, 121-129. https://doi.org/10.1016/j.tust.2014.07.015
- Haghi, A.H., Asef, M.R., Tehrani, A. and Mohkam, M. (2013), "Evaluation of the heading confinement pressure effect on ground settlement for EPBTBM using full 3D numerical analysis", J. Min. Geo-Eng., 47(1), 13-32.
- Lambrughi, A., Medina Rodriguez, L. and Castellanz, R. (2012), "Development and validation of a 3D numerical model for TBM-EPB mechanized excavation", Comput. Geotech., 40, 97-113. https://doi.org/10.1016/j.compgeo.2011.10.004
- Leca, E. and Dormieux, L. (1990), "Upper and lower bound solutions for the face stability of shallow circular tunnels in frictional material", Geotechnique, 40(4), 581-606. https://doi.org/10.1680/geot.1990.40.4.581
- Loganathan, N. and Poulos, H.G. (1998), "Analytical prediction for tunneling-induced ground movements in clays", J. Geotech. Geoenviron. Eng., 124(9), 846-856. https://doi.org/10.1061/(ASCE)1090-0241(1998)124:9(846)
- Mair, R.J., Gunn, M.J. and O'Reilly, M.P. (1983), "Ground movements around shallow tunnel in soft clay", Proceedings of the 10th International Conference on Soil Mechanics and Foundation Engineering, Stockholm, Sweden, June.
- Melis, M., Medina, L. and Rodriguez, J.M. (2002), "Prediction and analysis of subsidence induced by shield tunneling in the Madrid metro extension", Can. Geotech. J., 39(6), 1273-1287. https://doi.org/10.1139/t02-073
- Mroueh, H. and Shahrour, I. (2008), "A simplified 3D model for tunnel construction using tunnel boring machines", Tunn. Undergr. Sp. Technol., 23(1), 38-45. https://doi.org/10.1016/j.tust.2006.11.008
- New, B.M. and O'Reilly, M.P. (1991), "Tunneling induced ground movements, predicting their magnitude and effects", Proceedings of the 4th Conference on Ground Movements and Structure, Cardiff, Wales, U.K.
- Park, K.H. (2005), "Analytical solution for tunneling-induced ground movements in clays", Tunn. Undergr. Sp. Technol., 20(3), 249-261. https://doi.org/10.1016/j.tust.2004.08.009
- Peck, R.B. (1969), "Deep excavation and tunneling in soft ground. State-of-the-art report", Proceedings of the 7th International Conference on Soil Mechanics and Foundation Engineering, Mexico City, Mexico.
- Pourtaghi, A. and Lotfollahi-Yaghin, M.A. (2012), "Wavenet ability assessment in comparison to ANN for predicting the maximum surface settlement caused by tunneling", Tunn. Undergr. Sp. Technol., 28, 257-271. https://doi.org/10.1016/j.tust.2011.11.008
- Sagaseta, C. (1988), "Analysis of undrained soil deformation due to ground loss", Geotechnique, 38(4), 647-649. https://doi.org/10.1680/geot.1988.38.4.647
- Shao, C. and Lan, D. (2014), "Optimal control of an earth pressure balance shield with tunnel face stability", Autom. Construct., 46, 22-29. https://doi.org/10.1016/j.autcon.2014.07.005
- Suwansawat, S. and Einstein, H.H. (2006), "Artificial neural network for predicting the maximum surface settlements caused by EPB shield tunneling", Tunn. Undergr. Sp. Technol., 21(2), 133-155. https://doi.org/10.1016/j.tust.2005.06.007
- Verruijt, A. and Booker, J.R. (1996), "Surface settlements due to deformation of a tunnel in an elastic half plane", Geotechnique, 48(5), 709-713. https://doi.org/10.1680/geot.1998.48.5.709
- Yamaguchi, I., Yamazaki, I. and Kiritani, Y. (1998), "Study of ground-tunnel interactions of four shield tunnels driven in close proximity, in relation to design and construction of parallel shield tunnels", Tunn. Undergr. Sp. Technol., 13(3), 289-304. https://doi.org/10.1016/S0886-7798(98)00063-7
피인용 문헌
- Ground Settlement of High-Permeability Sand Layer Induced by Shield Tunneling: A Case Study under the Guidance of DBN vol.2020, pp.None, 2018, https://doi.org/10.1155/2020/6617468
- Evaluation of geological conditions and clogging of tunneling using machine learning vol.25, pp.1, 2018, https://doi.org/10.12989/gae.2021.25.1.059