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http://dx.doi.org/10.12814/jkgss.2020.19.2.035

Dynamic Response Characteristics of Embankment Model for Various Slope Angles  

Kim, Hoyeon (Graduate Student, Dept. of Civil Engineering, College of Engineering, Chosun University)
Jin, Yong (Graduate Student, Dept. of Civil Engineering, College of Engineering, Chosun University)
Lee, Yonghee (Advanced Plant Laboratory, Central Research Institute, Korea Hydro and Nuclear Power Co., Ltd.)
Kim, Hak-sung (Advanced Plant Laboratory, Central Research Institute, Korea Hydro and Nuclear Power Co., Ltd.)
Kim, Daehyeon (Dept. of civil Engineering, College of Engineering, Chosun University)
Publication Information
Journal of the Korean Geosynthetics Society / v.19, no.2, 2020 , pp. 35-46 More about this Journal
Abstract
In this study, the dynamic response characteristics of the embankment model were analyzed using shaking table experiments. Laminar shear box was used to minimize the boundary effect of the model. The ratio of the vertical length to horizontal length of the slopes were 1:1, 1:1.5, and 1:2. The sensor array which is consist of 12 accelerometers was used to measure acceleration time-histories at each location of the slope model. The dynamic response characteristics of the models were analyzed for sine wave, sinesweep wave, and artificial earthquake wave in this study. The experimental results show that the dynamic response of the embankment model is increased with the slope angle. Furthermore, the experimental setup used in this study was verified with the comparative analysis between experimental results and 1-D analytical simulation on the flat ground model.
Keywords
Shaking table test; Dynamic slope stability; Dynamic response; Geotechnical dynamic physical model;
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