All Issue

2021 Vol.31, Issue 3 Preview Page

Research Article

30 September 2021. pp. 343-355
Abstract
References
1
Bishop, A.W., 1955, The use of the slip circle in the stability analysis of slopes, Geotechnique, 5(1), 7-17. 10.1680/geot.1955.5.1.7
2
Fellenius, W., 1927, Erdstatische berechnungen, Revised edition, W. Ernst u. Sons, Berlin.
3
Jo, S.B., Kim, N.R., 2018, A review on seismic design criteria for dam, KSCE Magazine, 66(3), 48-52.
4
Joo, Y.H., 2011, The experimental study of the reinforcement technique for the breach damage mitigation on the small scale reservoir, Master Thesis, Hongik University, 1-95 (in Korean with English abstract).
5
Kang, J.W., 2010, A characteristic analysis on the program of slope stability analysis by Bishop’s simplified method, Master Thesis, Chosun University, 1-112.
6
Lauchlan, C.S., Melville, B.W., 2001, Riprap protection at bridge piers, Journal of Hydraulic Engineering, 127(5), 412-418. 10.1061/(ASCE)0733-9429(2001)127:5(412)
7
Lee, W.M., Kim, C.S., Ji, W., Yeo, Y.G., 2007, Stability evaluation for riprap protections using experimental tests, Proceedings of the 33rd Korean Society of Civil Engineers Regular Conference Civil Expo, 2580-2583.
8
MLTM (Ministry of Land, Transport and Maritime Affairs), 2011, Dam design standards.
9
MOLIT (Ministry of Land, Transport and Maritime Affairs), 2011, Dam design criteria.
10
Mononobe, N., 1925, Relation between the destructive power of earthquakes and the percentage of collapse of wooden framed houses in Japan, Japanese Journal of Astronomy and Geophysics, 3, 7.
11
Morgenstern, N.R., Price, V.E., 1965, The analysis of the stability of general slip surfaces, Geotechnique, 15(1), 79-93. 10.1680/geot.1965.15.1.79
12
MPSS (Ministry of Public Safety and Security), 2017, Common application of seismic design standards.
13
Noh, S.K., Son, Y.H., Bong, T.H., Park, J.S., Choi, W.S., 2013, Analysis for the safety factor of slope and seepage according to change cross-section in the reservoir embankments, Journal of The Korean Society of Agricultural Engineers, 55(6), 37-46 (in Korean with English abstract). 10.5389/KSAE.2013.55.6.037
14
Spencer, E., 1967, A method of analysis of the stability of embankments assuming parallel inter-slice forces, Geotechnique, 17(1), 11-26. 10.1680/geot.1967.17.1.11
15
Taylor, D.W., 1937, Stability of earth slopes, Journal of Boston Society of Civil Engineers, 24(3), 197-246.
Information
  • Publisher :Korean Society of Engineering Geology
  • Publisher(Ko) :대한지질공학회
  • Journal Title :The Journal of Engineering Geology
  • Journal Title(Ko) :지질공학
  • Volume : 31
  • No :3
  • Pages :343-355
  • Received Date : 2021-08-23
  • Accepted Date : 2021-08-31