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2020 Vol.40, Issue 5 Preview Page

Geotechnical Engineering

October 2020. pp. 509-520
Abstract
References
1
Al Atik, L. and Abrahamson, N. (2010). "An improved method for nonstationary spectral matching." Earthquake Spectra, Vol. 26, No. 3, pp. 601-617.
10.1193/1.3459159
2
Ang, A. H. S. (1990). "Reliability bases for seismic safety assessment and design." Proceedings, Fourth U.S. National Conference on Earthquake Engineering, EERI Palm Springs, Vol. 1, pp. 29-45.
3
Arias, A. (1970). A measure of earthquake intensity, Seismic Design for Nuclear Power Plants, edited by Hansen, R. J., MIT Press, Cambridge, Massachusetts, pp. 438-483.
4
Baeg, J. M., Park, D. H., Yoon, J. M. and Choi, B. H. (2018). "Evaluation of Correlation between Earthquake Induced Settlement of Fill Dams and Ground Motion Parameters." Journal of the Korean Geosynthetics Society, Vol. 17, No. 4, pp. 65-72 (in Korean).
5
Benjamin, J. R. (1988). A criterion for determining exceedance of the operating basis earthquake, EPRI Report NP-5930, Electric Power Research Institute, Palo Alto.
6
Ha, I. S. (2011). "Evaluation for fundamental periods of domestic rockfill dams with micro-earthquake records." Journal of the Korean Geo-Environmental Society, Vol. 12, No. 6, pp. 53-60.
7
Hardin, B. O. and Drnevich, V. P. (1972). "Shear modulus and damping in soils: design equations and curves." Journal of the Soil Mechanics and Foundations Division, Vol. 98, No. 6, pp. 603-624 (in Korean).
8
Housner, G. W. (1959). "Behavior of structures during earthquakes." Journal of the Engineering Mechanics Division, ASCE, Vol. 85, No. 4, pp. 109-130.
9
Ishihara, K. (1996). Soil behaviour in earthquake geotechnics, Oxford University Press Inc., New York, pp. 36-37.
10
Kim, J. T., Kim, D. S., Park, H. J. and Kwon, H. K. (2009). "Estimation of dynamic material properties for fill dam: I. In-situ shearwave velocity profiles." Journal of the Korean Geotechnical Society, Vol. 25, No. 12, pp. 69-85 (in Korean).
11
Kuhlemeyer, R. L. and Lysmer, J. (1973). "Finite element method accuracy for wave propagation problems." Journal of the Soil Mechanics and Foundations Division, Vol. 99, No. 5, pp. 421-427.
12
Lee, J. S. (2013). "Appropriate input earthquake motion for the verification of seismic response analysis by geotechnical dynamic centrifuge test." Journal of the Earthquake Engineering Society of Korea, Vol. 17, No. 5, pp. 209-217 (in Korean).
10.5000/EESK.2013.17.5.209
13
Lee, J. S. (2016). "Seismic behavior of inverted T-type wall under earthquake Part II: Effect of input earthquake motion." Journal of the Earthquake Engineering Society of Korea, Vol. 20, No. 1, pp. 9-19 (in Korean).
10.5000/EESK.2016.20.1.009
14
Lee, S. H., Kim, D. S., Choo, Y. W. and Choo, H. K. (2009). "Estimation of dynamic material properties for fill dam: II. Nonlinear deformation characteristics." Journal of the Korean Geotechnical Society, Vol. 25, No. 12, pp. 87-105 (in Korean).
15
Lysmer, J. and Kuhlemeyer, R. L. (1969). "Finite dynamic model for infinite media." Journal of the Engineering Mechanics Division, Vol. 95, No. 4, pp. 859-878.
16
Ministry of Construction and Transportation (MOCT) (1997). Seismic design criteria research (II), Earthquake Engineering Society of Korea (in Korean).
17
Ministry of Land, Infrastructure and Transport (MLIT) (2018). General seismic design (KDS 17 10 00), Ministry of Land, Infrastructure and Transport, Korea (in Korean).
18
Ministry of Land, Infrastructure and Transport (MLIT) (2019). Seismic design standard of dam (KDS 54 17 00), Ministry of Land, Infrastructure and Transport, Korea (in Korean).
19
Nuttli, O. W. (1979). The relation of sustained maximum ground acceleration and velocity to earthquake intensity and magnitude, Miscellaneous Paper S-71-1. Report 16, U.S. Army Corps of Engineers. Waterways Experiment Station, Mississippi, USA.
20
Park, D. S. (2014). "A study on the seismic resistance of fill-dams by newmark-type deformation analysis." Journal of the Earthquake Engineering Society of Korea, Vol. 18, No. 4, pp. 161-170 (in Korean).
10.5000/EESK.2014.18.4.161
21
Park, D. S. and Kishida, T. (2018). "Shear wave velocity profiles of fill dams." Soil Dynamics and Earthquake Engineering, Vol. 104, pp. 250-258.
10.1016/j.soildyn.2017.10.013
22
Park, D. S. and Kishida, T. (2019). "Shear modulus reduction and damping ratio curves for earth core materials of dams." Canadian Geotechnical Journal, Vol. 56, No. 1, pp. 14-22.
10.1139/cgj-2017-0529
23
Rollins, K. M., Evans, M. D., Diehl, N. B. and Daily III, W. D. (1998). "Shear modulus and damping relationships for gravels." Journal of Geotechnical and Geoenvironmental Engineering, Vol. 124, No. 5, pp. 396-405.
10.1061/(ASCE)1090-0241(1998)124:5(396)
24
Sarma, S. K. and Yang, K. S. (1987). "An evaluation of strong motion records and a new parameter A95." Earthquake Engineering and Structural Dynamics, Vol. 15, No. 1, pp. 119-132.
10.1002/eqe.4290150109
25
Sawada, Y. and Takahashi, T. (1975). "Study on the material properties and the earthquake behaviors on rockfill dams." In Proceedings of the 4th Japan earthquake engineering symposium, Tokyo, pp. 695-702 (in Japanese).
26
Swaisgood, J. R. (2003). "Embankment dam deformations caused by earthquakes." Proceedings of 2003 Pacific Conference on Earthquake Engineering, Christchurch, NZ.
27
Von Thun, J. L., Rochim, L. H., Scott, G. A. and Wilson, J. A. (1988). "Earthquake ground motions for design and analysis of dams." Earthquake Engineering and Soil Dynamics II - Recent Advances in Ground-Motion Evaluation, Geotechnical Special Publication, Vol. 20, pp. 463-481.
28
Vucetic, M. and Dobry, R. (1991). "Effect of soil plasticity on cyclic response." Journal of Geotechnical Engineering, Vol. 117, No. 1, pp. 89-107.
10.1061/(ASCE)0733-9410(1991)117:1(89)
Information
  • Publisher :Korean Society of Civil Engineers
  • Publisher(Ko) :대한토목학회
  • Journal Title :KSCE JOURNAL OF CIVIL AND ENVIRONMENTAL ENGINEERING RESEARCH
  • Journal Title(Ko) :대한토목학회 논문집
  • Volume : 40
  • No :5
  • Pages :509-520
  • Received Date :2020. 04. 29
  • Revised Date :2020. 06. 15
  • Accepted Date : 2020. 08. 14