References
- C.D.I.T. (2008), CDM technical manual at offshore construction (revised edition), p.158. Japan.
- Chun, B. S. (2011), Principal and practice for chemical grouting, pp.315-338, Goomibook.
- Geotechnical Engineering Lab. (2011), "Evaluation report on the stability of breakwater structures (for Ulsan New Port breakwater)", pp.25-35. Gangwon National University.
- Han, C. W. (2007), "A Study on Soil Improvement by Using High Pressure Grouting", Gyeongsang National University.
- Han, J., Parsons, R. L., Haung, J., and Sheth, A. R. (2005), "Factors of safety against deep-seated failure of embankments over deep mixed columns", Proc. Int. Conf. Deep Mixing-Best Practice and Recent Advances, 1.2, pp.231-236.
- Hong, W. P., Yun, J. M., and Kim, D. W. (1997), "Mechanical Property of the Ground Improved by High Pressure Jet-Grouting", Journal of the Korean Society of Civil Engineers, Vol.17, Issue 3_4, pp.415-423.
- Jo, J. B. (2012), "An Analytical Study on the Stability of Revetment on Soft Ground Reinforced by DMM", Changwon National University.
- Kang, S. H. (1995), "An Eeperimental Study on the Improvement of Ground Reinforcement Effect of Cement Grouting in Marine Clay", Hanyang University.
- Kim, D. W. (1995), "Mechanical Property of the Ground Improved by Jet Grouting", Chung-Ang University.
- Kim, M. S. (2000), "A Study on the Effect of Ground Improvement by High Pressure Jet Grouting", Seoul National University of Science & Technology.
- Kim, S. K. (2007), "A Study on Engineering Characteristics of Soil-Cement", Chonnam National University.
- Kim, Y. U., Kim, B. I., and Xiaohong, B. (2003), "Behaviors of Soil-cement Piles in Soft Ground", Journal of Korean Geotechnical Society, Vol.19, No.3, pp.45-51.
- Korean Geotechnical Society (2003), Geotechnical Engineering Series No.1, pp.312-317, Goomibook.
- Lee, C. J. (2002), "Introduction of Geotechnical Centrifuge Technology", Journal of Korean Geotechnical Society, Vol.18, No.8, pp.31-37.
- Lee, S. W. (1991), "A Study on Effect of Soil Improvement by Jet Grouting", Hanyang University.
- Masaki Kitazume and Kenji Maruyama (2006), "External stability of group column type deep mixing improved ground under embankment loading", Soils & Foundations, Vol.46, No.3, pp.323-340. https://doi.org/10.3208/sandf.46.323
- Masaki Kitazume and Kenji Maruyama (2007), "Internal stability of group column type deep mixing improved ground under embankment loading", Soils & Foundations, Vol.47, No.3, pp.437-455. https://doi.org/10.3208/sandf.47.437
- M.O.F. (2005), Design Code for Port & Harbor Facilities, pp. 226-288, 557-567. Korea.
- Navin, M. P., Kim, M., and Filz, G. M. (2005), "Stability of embankments founded on deep-mixing-method columns : three-dimensional considerations", Proc. 16th ICSMFE, 3, pp.1227-1230.
- Oh, K. (2007), "A Study for the In-Situ Application of the Improved Materials by Mortar Jet Method", Hanyang University.
- P.W.R.C. (2004), CDM design & construction manual at onshore construction, pp.75-91. Japan.
- Rampello, S. and Callisto, L. (2003), "Predicted and observed performance of an oil tank founded on soil-cement columns in clayey soils", Soils & Foundations, 43(4), pp.229-241. https://doi.org/10.3208/sandf.43.4_229