과제정보
본 연구는 정부(교육부)의 재원으로 '한국연구재단의 기초연구사업(2018R1A6A1A08025348)'의 지원을 받아 수행되었으며, 이에 감사드립니다.
참고문헌
- Cho, J.Y., Lim, H.S., Jeong, S.S., and Kim, K.Y. (2015), "Analysis of Lateral Earth Pressure on a Vertical Circular Shaft by Considering the 3D Arching Effect", Tunnelling and Underground Space Technology, Vol.48, pp.11-19. https://doi.org/10.1016/j.tust.2015.01.002
- Fara, H. D. and Wright, F. D. (1963), "Plastic and Elastic Stresses Around a Circular Shaft in a Hydrostatic Stress Field", Society of Mining Engineers, pp.319-320.
- Jeong, S.S. and Kim, Y.H. (2009), "Characteristics of Collapsed Retaining Walls Using Elasto-plastic Method and Finite Element Method", Journal of the Korean Geotechnical Society, Vol.25(4), pp.19-29. https://doi.org/10.7843/KGS.2009.25.4.19
- Jang, J. B. (2007), "A Study on Design Water Pressures by Transient Flow on Walls due to Excavation", PhD thesis, Sungkyunkwan University.
- Kim, D. H., Lee, D. S., Kim, K. R., and Lee, I., M.(2009), "Earth Pressures Acting on Vertical Circular Shafts Considering Arching Effects in c-𝜙 Soils: I. Theory", Journal of Tunnelling Technology, Vol.11, No.2, pp.117-129.
- Kim, D. H., Lee, K. H., and Lee, I. M. (2011), "Seepage-induced behaviour of a Circular Vertical Shaft", Journal of Tunnelling Technology, Vol.13, No.6, pp.431-450.
- Kim, S. I. (2009), "Foundation Engineering", KyoboBook, pp.290-291.
- Kim, K.Y. (2013), "Analysis of Three Dimensional Active Earth Pressure on the Vertical Circular Shaft by Centrifuge Test and Field Measurement", PhD thesis, Yonsei University.
- Land & Housing Corporation (2001), "Design and Construction Manual for Waterproof Method of Earth Retaining Wall", pp.33.
- Lim, H. D., Park, S. Y., and Ko, K. S.(2001), "Settlement Prediction of Adjacent Ground Due to Urban Ground Excavation", Journal of The Korean Society of Civil Engineers, 21(1C), pp.39-47.
- Midas GTS NX manual.
- Next train Corportaion (2020), "Shinansan Line Double Track Electric Railway Private Investment Project Underground Safety Impact Assessment Report", pp.420-480.
- Oh, S.Y. (2008), "Analysis of Settlement trough of Railroad by Adjacent Circular Shaft Excavation", Yooshin Engineering Co., No.15, pp.104-112.
- Park, C.M. (2018), "A Development of the Evaluation Chart for Tunnelling-induced Ground Settlement in the Process of Underground Safety Impact Assessment", PhD thesis, Suwon University.
- Seoul Metropolitan Government (2006), Ground Investigation Manual, pp.4.
- Shin, Y. W., Park, T. S., and Lee, I. K. (2005), "A Method of Estimating Earth Pressure on a Shaft Wall and Ground Settlement Caused by Excavation", KSCE Tunnel Committee Special Conference, pp.151-167.
- Shin, B. W. and Lee, H. G. (2005), "Seepage Behavior with Unsaturated Soil-Water Characteristic in Reclaimed Deep Excavation Area", Journal of the Korean Geoenviornmental Society, Vol.6, No.4, pp.47-58.
- Wong, R. C. K. and Kaiser, P.K. (1988a), "Design and Performance Evaluation of Vertical Shafts : Rational Shaft Design Method and Verifcation of Design Method", Can. Geotech. J., Vol.25, pp.320-337. https://doi.org/10.1139/t88-034
- Yang, K.S. (1997), "Analysis of Perimetrical Ground Settlement Behavior for Deep Excavations in Urban Areas", Journal of the Korean Geotechnical Society, Vol.13(2), pp.101-124.
- Yang, T.H., Liu, J., Zhu, W.C., Elsworth, D., Tham, L.G., and Tang, C.A. (2007), "A Coupledflow-stress-damage Model for Groundwater Outbursts from an Underlying Aquifer into Miningexcavation", International Journal of Rock Mechanics and Mining Sciences, Vol.44, No.1, pp.87-97. https://doi.org/10.1016/j.ijrmms.2006.04.012
- Yoo, C.S. (2004), "Investigation on Tunneling and Groundwater Interaction Using a 3D Stress-pore Pressure Coupled Analysis", Journal of the Korean Geotechnical Society, Vol.20, No.3, pp. 24-32.