참고문헌
- Ahn, C.K., Yu, J.S., Lee, S.W. (2018), "Evaluation of the backfill injection pressure and its effect on ground settlement for shield TBM using numerical analysis", Journal of Korean Tunnelling and Underground Space Association, Vol. 20, No. 2, pp. 269-286. https://doi.org/10.9711/KTAJ.2018.20.2.269
- Bolton, M.D. (1991), A guide to Soil Mechanics, M D & K Bolton, Cambridge, pp. 313.
- Brinkgreve, R.B.J., Kumarswamy, S., Swolfs, W.M. (2015), Reference manual, Plaxis 3D 2015 User's Manual, Delft, pp. 1-284.
- Cheng, C.Y., Dasari, G.R., Chow, Y.K., Leung, C.F. (2007), "Finite element analysis of tunnel-soil-pile interaction using displacement controlled model", Tunnelling and Underground Space Technology, Vol. 22, No. 4, pp. 450-466. https://doi.org/10.1016/j.tust.2006.08.002
- Cho, W.S., Song, K.I., Kim, K.Y. (2014a), "The study on the effect of fracture zone and its orientation on the behavior of shield TBM cable tunnel", Journal of Korean Tunnelling and Underground Space Association, Vol. 16, No. 4, pp. 403-415. https://doi.org/10.9711/KTAJ.2014.16.4.403
- Cho, W.S., Song, K.I., Ryu, H.H. (2014b), "Analysis on the behavior of shield TBM cable tunnel: The effect of the distance of backfill grout injection from the end of skin plate", Journal of Korean Tunnelling and Underground Space Association, Vol. 16, No. 2, pp. 213-224. https://doi.org/10.9711/KTAJ.2014.16.2.213
- Davisson, M.T. (1972), "High capacity piles", Proceedings of Lecture Series in Innovations in Foundation Construction, ASCE, Illinois Section, pp. 81-112.
- Dias, T.G.S., Bezuijen, A. (2014a), "Pile tunnel interaction: Literature review and data analysis", Proceedings of the ITA World Tunnel Congress 2014, Iguassu Falls, May, pp. 1-10.
- Dias, T.G.S., Bezuijen, A. (2014b), "Pile-tunnel interaction: A conceptual analysis", Proceedings of the 8th International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground, CRC Press, Seoul, August, 1, pp. 251-255.
- Feng, S.H., Leung, C.F., Chow, Y.K., Dasari, G.R. (2002), "Centrifuge modelling of pile responses due to tunnelling", Proceedings of the The 15th KKCNN Symposium on Civil Engineering, Singapore, pp. 201-206.
- Hartono, E., Leung, C.F., Shen, R.F., Chow, Y.K., Ng, Y.S., Tan, H.T., Hua, C.J. (2014), "Behaviour of pile above tunnel in clay", Physical Modelling in Geotechnics, pp. 833-838.
- Hong, Y., Soomro, M.A., Ng, C.W.W. (2015), "Settlement and load transfer mechanism of pile group due to side-by-side twin tunnelling", Computers and Geotechnics, Vol. 64, pp. 105-119. https://doi.org/10.1016/j.compgeo.2014.10.007
- Jacobsz, S.W. (2002), The effects of tunnelling on piled foundations, Ph.D. Thesis, University of Cambridge, pp. 1-348.
- Jacobsz, S.W., Standing, J.R., Mair, R.J., Hagiwara, T., Sugiyama, T. (2004), "Centrifuge modelling of tunnelling near driven piles", Soils and Foundations, Vol. 44, No. 1, pp. 49-56. https://doi.org/10.3208/sandf.44.49
- Jeon, Y.J., Kim, J.S., Jeon, S.C., Jeon, S.J., Park, B.S., Lee, C.J. (2018), "A study on the behaviour of single piles to adjacent shield TBM tunnelling by considering face pressures", Journal of Korean Tunnelling and Underground Space Association, Vol. 20, No. 6, pp. 1003-1022. https://doi.org/10.9711/KTAJ.2018.20.6.1003
- Jeon, Y.J., Kim, S.H., Kim, J.S., Lee, C.J. (2017), "A study on the effects of ground reinforcement on the behaviour of pre-existing piles affected by adjacent tunnelling", Journal of Korean Tunnelling and Underground Space Association, Vol. 19, No. 3, pp. 389-407. https://doi.org/10.9711/KTAJ.2017.19.3.389
- Jeon, Y.J., Kim, S.H., Lee, C.J. (2015), "A study on the effect of tunnelling to adjacent single piles and pile groups considering the transverse distance of pile tips from the tunnel", Journal of Korean Tunnelling and Underground Space Association, Vol. 17, No. 6, pp. 637-652. https://doi.org/10.9711/KTAJ.2015.17.6.637
- Jeon, Y.J., Lee, C.J. (2015), "A study on the behaviour of single piles to adjacent tunnelling in stiff clay", Journal of the Korean Geo-Environmental Society, Vol. 16, No. 6, pp. 13-22. https://doi.org/10.14481/jkges.2015.16.6.13
- Kaalberg, F.J., Teunissen, E.A.H., Van Tol, A.F., Bosch, J.W. (2005), "Dutch research on the impact of shield tunneling on pile foundations", Geotechnical Aspects of Underground Construction in Soft Ground, Proceedings of the 5th International Conference of TC28 of the ISSMGE, Amsterdam, pp. 123-131.
- Lee, C.J. (2012a), "Three-dimensional numerical analyses of the response of a single pile and pile groups to tunnelling in weak weathered rock", Tunnelling and Underground Space Technology, Vol. 32, pp. 132-142. https://doi.org/10.1016/j.tust.2012.06.005
- Lee, C.J. (2012b), "Behaviour of single piles and pile groups in service to adjacent tunnelling conducted in the lateral direction of the piles", Journal of Korean Tunnelling and Underground Space Association, Vol. 14, No. 4, pp. 337-356. https://doi.org/10.9711/KTAJ.2012.14.4.337
- Lee, C.J. (2012c), "The response of a single pile and pile groups to tunnelling performed in weathered rock", Journal of the Korean Society of Civil Engineers, Vol. 32, No. 5C, pp. 199-210. https://doi.org/10.12652/Ksce.2012.32.5C.199
- Lee, C.J., Chiang, K.H. (2007), "Responses of single piles to tunnelling-induced soil movements in sandy ground", Canadian Geotechnical Journal, Vol. 44, No. 10, pp. 1224-1241. https://doi.org/10.1139/T07-050
- Lee, C.J., Jeon, Y.J. (2015), "A study on the effect of the locations of pile tips on the behaviour of piles to adjacent tunnelling", Journal of Korean Tunnelling and Underground Space Association, Vol. 17, No. 2, pp. 91-105. https://doi.org/10.9711/KTAJ.2015.17.2.091
- Lee, C.J., Jeon, Y.J., Kim, S.H., Park, I.J., (2016), "The influence of tunnelling on the behaviour of pre-existing piled foundations in weathered soil", Geomechanics and Engineering, Vol. 11, No. 4, pp. 553-570. https://doi.org/10.12989/gae.2016.11.4.553
- Lee, J.H., Lee, J.M., Lee, Y.J. (2012), "Behavior of the superstructure subjected to TBM tunnel excavation sequence", Proceedings of the KSCE 2012 Convention Conference & Civil EXPO, Gwangju, pp. 1334-1337.
- Lee, Y.J. (2008), "A boundary line between shear strain formations associated with tunnelling adjacent to an existing piled foundation", Journal of Korean Tunnelling and Underground Space Association, Vol. 10, No. 3, pp. 283-293.
- Liu, C., Zhang, Z., Regueiro, R.A. (2014), "Pile and pile group response to tunnelling using a large diameter slurry shield - Case study in Shanghai", Computers and Geotechnics, Vol. 59, pp. 21-43. https://doi.org/10.1016/j.compgeo.2014.03.006
- Mair, R.J., Williamson, M.G. (2014), "The influence of tunnelling and deep excavation on piled foundations", Proceedings of the Geotechnical Aspects of Underground Construction in Soft Ground, Seoul, pp. 21-30.
- Marshall, A.M. (2009), Tunnelling in sand and its effect on pipelines and piles, Ph.D. Thesis, University of Cambridge, pp. 1-270.
- Mroueh, H., Shahrour, I. (2008), "A simplified 3D model for tunnel construction using tunnel boring machines", Tunnelling and Underground Space Technology, Vol. 23, No. 1, pp. 38-45. https://doi.org/10.1016/j.tust.2006.11.008
- Ng, C.W.W., Lu, H. (2014), "Effects of the construction sequence of twin tunnels at different depths on an existing pile", Canadian Geotechnical Journal, Vol. 51, No. 2, pp. 173-183. https://doi.org/10.1139/cgj-2012-0452
- Ng, C.W.W., Lu, H., Peng, S.Y. (2013), "Three-dimensional centrifuge modelling of the effects of twin tunnelling on an existing pile", Tunnelling and Underground Space Technology, Vol. 35, pp. 189-199. https://doi.org/10.1016/j.tust.2012.07.008
- Ng, C.W.W., Soomro, M.A., Hong, Y. (2014), "Three-dimensional centrifuge modelling of pile group responses to side-by-side twin tunnelling", Tunnelling and Underground Space Technology, Vol. 43, pp. 350-361. https://doi.org/10.1016/j.tust.2014.05.002
- Pang, C.H. (2006), The effects of tunnel construction on nearby pile foundation, Ph.D. Thesis, The National University of Singapore, pp. 1-387.
- Plaxis 3D (2018), Reference manual, Plaxis 3D User's Manual.
- Selemetas, D. (2005), The response of full-scale piles and piled structures to tunnelling, Ph.D. Thesis, University of Cambridge, pp. 1-302.
- Selemetas, D., Standing, J.R. (2017). "Response of full-scale piles to EPBM tunnelling in London Clay", Geotechnique, Vol. 67, No. 9, pp. 823-836.
- Selemetas, D., Standing, J.R., Mair, R.J. (2005), "The response of full-scale piles to tunnelling", Proceedings of the International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground, Amsterdam, pp. 763-769.
- Soomro, M.A., Ng, C.W.W., Memon, N.A., Bhanbhro, R. (2018), "Lateral behaviour of a pile group due to side-by-side twin tunnelling in dry sand: 3D centrifuge tests and numerical modelling", Computers and Geotechnics, Vol. 101, pp. 48-64. https://doi.org/10.1016/j.compgeo.2018.04.010
- Williamson, M.G. (2014), Tunnelling effects on bored piles in clay, Ph.D. Thesis, University of Cambridge, pp. 1-444.
- Xu, Q., Zhu, H., Ma, X., Ma, Z., Li, X., Tang, Z., Zhuo, K. (2015), "A case history of shield tunnel crossing through group pile foundation of a road bridge with pile underpinning technologies in Shanghai", Tunnelling and Underground Space Technology, Vol. 45, pp. 20-33. https://doi.org/10.1016/j.tust.2014.09.002
- You, K.H., Kim, Y.J. (2017), "A study on numerical modeling method considering gap parameter and backfill grouting of the shield TBM tunnel", Journal of Korean Tunnelling and Underground Space Association, Vol. 19, No. 5, pp. 799-812. https://doi.org/10.9711/KTAJ.2017.19.5.799