Acknowledgement
본 연구는 한국연구재단 과학기술분야기초사업 중 개인연구사업인 "이공분야기초연구사업(NRF-2021R1A2C2013162)"의 지원으로 이루어진 것으로, 이에 대한 깊은 감사드립니다. 본 논문은 2021 CONVENTION 논문을 수정·보완하여 작성되었습니다.
References
- Atkinson, J. H. and Mair, R. J. (2007). The mechanics of soils and foundations, Taylor & Francis, Second edition, London, United Kingdom, pp. 397-407.
- Attewell, P. B. (1977). "Ground movements caused by tunnelling in soil. In: Geddes, J. D. (Ed.)." Proceedings of the International Conference on Large Movements and Structures, London, pp. 812-948.
- Attewell, P., Yeates, J. and Selby, A. R. (1986). Soil movements induced by tunnelling and their effects on pipelines and structures, Blackie, Glasgow.
- Cording, E. J. and Hansmire, W. H. (1975). Displacements around soft ground tunnels, In: 5th Pan American Congress on Soil Mechanics and Foundation Engineering, Tunnels in Soil, General Report, Session IV, Buenos Aires.
- Hong, S. K., Oh, D. W., Kong, S. M. and Lee, Y. J. (2020). "Investigation of divergence tunnel excavation according to horizontal offsets between tunnels." Geomechanics and Engineering, Vol. 21, No. 2, pp. 111-122. https://doi.org/10.12989/gae.2020.21.2.111
- Hong, Y., Soomro, M. A. and 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
- Jeon, Y. J., Kim, S. H., Kim, J. S. and 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 (in Korean). https://doi.org/10.9711/KTAJ.2017.19.3.389
- Kong, S. M. and Lee, Y. J. (2016). "A study on soil behaviour due to tunnelling under embedded pile using close range photogrammetry." Journal of Korean Tunnelling and Underground Space Association, Vol. 18, No. 4, pp. 365-377 (in Korean). https://doi.org/10.9711/KTAJ.2016.18.4.365
- Lee, C. J. (2012). "Numerical analysis of the interface shear transfer mechanism of a single pile to tunnelling in weathered residual soil." Computers and Geotechnics, Vol. 42, pp. 193-203. https://doi.org/10.1016/j.compgeo.2012.01.009
- Lee, C. J. and 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. and Jacobsz, S. W. (2006). "The influence of tunnelling on adjacent piled foundations." Tunnelling and Underground Space Technology, Vol. 21, No. 3-4, pp. 430. https://doi.org/10.1016/j.tust.2005.12.072
- Lee, Y. J. (2004). Tunnelling adjacent to a row of loaded piles, Ph.D. Dissertation, University Colleage London, London, United Kingdom.
- Lee, Y. J. and Bassett, R. H. (2007). "Influence zones for 2D pilesoil-tunnelling interaction based on model test and numerical analysis." Tunnelling and Underground Space Technology, Vol. 22, No. 3, pp. 325-342. https://doi.org/10.1016/j.tust.2006.07.001
- Loganathan, N. and Poulos, H. G. (1998). "Analytical prediction for tunnelling induced ground movements in clays." ASCE Journal of Geotechnical and Geo-environmental Engineering, Vol. 124, No. 9, pp. 846-856. https://doi.org/10.1061/(ASCE)1090-0241(1998)124:9(846)
- Loganathan, N., Poulos, H. G. and Xu, K. J. (2001). "Ground and pile-group responses due to tunnelling." Soils and Foundations, Vol. 41, No. 1, pp. 57-67. https://doi.org/10.3208/sandf.41.57
- Morton, J. D. and King, K. H. (1979). "Effects of tunnelling on the bearing capacity and settlement of piled foundations. In: Jones, M. J. (Ed.)." Tunnelling '79. IMM, London, pp. 57-68.
- Mroueh, H. and Shahrour, I. (2003). "A full 3-D finite element analysis of tunneling-adjacent structures interaction." Journal of Computers and Geotechnics, Vol. 30, pp. 245-253. https://doi.org/10.1016/S0266-352X(02)00047-2
- Oh, D. W. and Lee, Y. J. (2017). "Analysis of pile load distribution and ground behaviour depending on vertical offset between pile tip and tunnel crown in sand through laboratory model test." Journal of Korean Tunnelling and Underground Space Association, Vol. 19, No. 3, pp. 355-373 (in Korean). https://doi.org/10.9711/KTAJ.2017.19.3.355
- Oh, D. W., Ahn, H. Y. and Lee, Y. J. (2018). "Behaviour of vertically and horizontally loaded pile and adjacent ground affected by tunnelling." Geomechanics and Engineering, Vol. 15, No. 3, pp. 861-868. https://doi.org/10.12989/GAE.2018.15.3.861
- Pang, C. H., Yong, K. Y., Chow, Y. K. and Wang, J. (2005). "The response of pile foundations subjected to shield tunnelling." 5th Int'l Symposium Geotechnical Aspects of Underground Construction in Soft Ground, Balkema.
- Selemetas, D., Standing, J. R. and Mair, R. J. (2005). "The response of full-scale piles to tunnelling." Proceedings of the 5th International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground, Amsterdam, Netherlands, pp. 763-770.