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) |
1 | Brennan, A. J. and Madabhushi, S. P. G. (2009), "Amplification of seismic accelerations at slope crests", Canadian Geotechnical Journal, Vol.46, No.5, pp.585-594. DOI |
2 | Darendeli, M. B. (2001), "Development of a new family of normalized modulus reduction and material damping curves". |
3 | Hardin, B. O. and Richart J, F. E. (1963). "Elastic wave velocities in granular soils", Journal of Soil Mechanics & Foundations Division, Vol.89, pp.33-65. DOI |
4 | Jibson, R. W. and Kenkyūjo, D. (1987), "Summary of research on the effects of topographic amplification of earthquake shaking on slope stability", US Geological Survey, pp.87-269. |
5 | Kaklamanos, J. and Bradley, B. A. (2018), "Challenges in predicting seismic site response with 1D analyses: Conclusions from 114 KiK‐net vertical seismometer arrays", Bulletin of the Seismological Society of America, Vol.108, No.5A, pp.2816-2838. DOI |
6 | Kang, J. C. (2017), "Plane Failure Characteristics of Rock Slope by Shaking Table Test", Thesis for the Degree of Master of Engineering, Seoul National University. |
7 | Kim, T. G. (2013), "Evaluation of topographic seismic amplification of mountain slopes", Thesis for the Degree of Master of Engineering, Hanyang University. |
8 | Korean Geotechnical Society (2006), "Earthquake-resistant design of ground structures", Goomibook, pp.199-200. |
9 | KS F 2303, Standard test method for liquid limit and plastic limit of soils. |
10 | KS F 2308, Standard test method for density of soil particles. |
11 | KS F 2312, Standard test method for soil conpaction. |
12 | Park, S. G. (2012), "Behavioral Characteristics of Slope by Constrained Soil Nail Head using 1-g Shaking Table Tests", Thesis for the Degree of Master of Engineering, Chungbuk National University. |
13 | Yun, S. U. and Park, D. H. (2009), "Estimation of amplification of slope via 1-D site response analysis", Journal of the Korean Geotechnical Society, pp.620-625. |
![]() |