Acknowledgement
본 연구는 부산대학교 기본연구지원사업(2년) 및 한국연구재단 4단계 BK21 사업의 스마트 해양도시 인프라 교육연구단 과제(4199990614525)에 의하여 연구되었으며, 이에 깊은 감사를 드립니다.
References
- Bray, J. D. and Dasht, i S. (2010), "Liquefaction-induced movements of buildings with shallow foundations", MISSOURI S&T. 2010-Fifth International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, 24th-29th; OSP 2: pp. 1~10.
- Bray, J. D., Markham, C. S. and Cubrinovski, M. (2017), "Liquefaction assessments at shallow foundation building sites in the Central Business District of Christchurch", Soil Dynamics and Earthquake Engineering, 92: pp. 153~64. https://doi.org/10.1016/j.soildyn.2016.09.049
- Byung-Won Han, Hwa-Soo Son, In-Chool Sung, Young-Gyun Baek and Gay-Chun Lee (2010), "Case study of characteristics on lateral deformation in soft ground under embankment in the Nakdong River estuary(1)", KGS Spring National Conference 2010, pp.1178~1189 (In Korean).
- Cho, K.H., Kim, H.J., Park, Y.H. and Bae, K.T. (2011), "Evaluation of liquefaction mitigation of RAP (Rammed Aggregate Piers)", Korean Society of Hazard Mitigation, Vol. 6, pp. 175~ 181 (In Korean). https://doi.org/10.9798/KOSHAM.2011.11.6.175
- Hong, Eui and Sim, Dong-Hyun (2006), "A case study of ground treatment for container terminal site formation with full dredging and replacement method", Korean Association of Professional Soil Mechanics & Foundation Engineering, pp. 235~247 (In Korea).
- Ha, Ik-Soo and Oh, I-Tae (2020), "Feasibility study for revision of domestic liquefaction evaluation criteria by analyzing the liquefaction phenomenon caused by the Pohang earthquake", Journal of the Korean Geotechnical Society, Vol. 36, No, 4, pp. 17~30 (In Korea). https://doi.org/10.7843/KGS.2020.36.4.17
- Iai, S. (1989), "Similitude for shaking table tests on soil-structurefluid model In 1g gravitational field", Japanese Society of Mechanics and Foundation Engineering, Soils and Foundations Vol. 29, No. 1, pp. 105~118.
- Iai, S. and Sugano, T. (1999), "Soil-structure interaction studies through shaking table tests", Theme Lecture for the Second International Conference on Earthquake Geotechnical Engineering.
- Ishihara, K. (1985), "Stability of natural deposits during earthquakes", 11th Intl. Conf. on Soil Mechanics and Foundation Engineering, San Francisco, 1: pp. 321~376.
- Jeon, N.S., Choe, M.J., Kwon, O.K. and Kim, D.S. (2006), "A study on size effect of model test by 1g shaking table test and one-dimensional ground response analysis", Korean Society of Civil Eng., pp. 4116~4119.
- Kim, Jong-Kook and Chae, Ypung-Su (2006), "A study on the evaluation of the effect of the ground improvement reclaimed land based on dynamic compaction method", Journal of the Korean Geotechnical Society, Vol. 22, No. 22, pp. 13~26 (In Korea).
- Park, Y.H., Kim, S.R., Kim, S.H. and Kim, M.M. (2000), "Liquefaction of embankments on sandy soils and the optimum countermeasure against the liquefaction", Jour. of the KGS., 16: pp. 15~21.
- Rasouli, R., Hayashida, T. and Towhata, I. (2012), "Experimental study on subsidence of structures due to liquefaction and its mitigation", JAEE. International symposium on earthquake engineering. November; Tokyo, Japan, 8-10: pp. 199~208.
- Rasouli, R., Towhata, I. and Hayashida, T. (2015), "Mitigation of seismic settlement of light surface structures by installation of sheet-pile walls around the foundation", Soil Dynamics and Earthquake Engineering, 72: pp. 108~118. https://doi.org/10.1016/j.soildyn.2015.02.010
- Tanaka, H., Murata, H., Kita, H. and Okamoto, M. (2000), "Study on sheet pile wall method as a remediation against liquefaction", 12WCEE., 0535: pp. 1~8