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NTIS 바로가기韓國地盤工學會論文集 = Journal of the Korean geotechnical society, v.38 no.6, 2022년, pp.5 - 16
윤성규 (경상국립대학교 공학연구원) , 김동환 (경상국립대학교 공과대학 토목공학과) , 양영찬 (경상국립대학교 공과대학 토목공학과) , 강기천 (경상국립대학교 공과대학 토목공학과)
In the case of domestic seismic design, deformation of structures and ground is reviewed through undrained condition analysis and applied to design and maintenance. However, when the ground undergoes dissipation after liquefaction due to a dynamic load such as an earthquake, additional displacement ...
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Kim, M. S. (2017), https://www.joongang.co.kr/article/22126545#home
Lee, H. J. (2019), "Behavior Analysis on Earthquake-Induced Deformation of Structure and Ground Considering Soil Drainge Condition", Department of Civil and Environmental Engiceering, Graduate School of Korea Maritime and Ocean University pp.7-21.
Lee, S. C. (2021), "Behavior Analysis on Earthquake-Induced Deformation of Silty Sand Soil to Drainage Condition", Department of Civil and Environmental Engiceering, Graduate School of Korea Maritime and Ocean University pp.27-32.
Ministry of Oceans and Fisheries (2018), "Port and Fishing Port Design Standards-earthquake" (in Korean).
Ozutsumi, O., Sawada, S., Iai, S., Takeshima, Y., Sugiyama, W., aned Shimasu, T. (2002), "Effective stress analyses of liquefactioninduced deformation in river dikes", Journal of Soil Dynamics and Earthquake Engineering, Vol.22, pp.1075-1082.
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Subasi, Ozan, Serdar Koltuk, and R. Iyisan (2021), "A Numerical Study on the Estimation of Liquefaction-Induced Free-Field Settlements by Using PM4Sand Model", KSCE Journal of Civil Engineering, Vol.26, No.2, pp.673-684.
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