Safety Regulation of Railway Embankment using Velocity of Failure Probability |
Kim, Hyun-Ki
(한국철도기술연구원, 철도구조연구실)
Shin, Min-Ho (한국철도기술연구원, 철도구조연구실) Lee, Sung-Hyeok (한국철도기술연구원, 연구시설건설단) Choi, Chan-Yong (한국철도기술연구원, 철도구조연구실) |
1 | H. K. Kim et al.(2001), “Slope stability evaluation of railway embankment under rainfall for rail-transport operation control,” Railway Eng. 2001 on CD-rom, London, U.K |
2 | U.S. Army Corps of Engineers(1997), “Engineering and design, introduction to probability and reliability methods for use in geotechnical eng.,” Engr. Tech. Letter No. 1110-2-547, Department of the Army, Washington |
3 | 김기영, 조성은(2006), “확률론적 사면안정 해석기법에 관한 연구,” 한국지반공학회논문집, 제 22권, 제 11호, pp.101-112 |
4 | 김진만(2007), “통계오차를 고려한 사면안정 신뢰성해석,” Jour.of the KGS, Vol. 23, No. 3, pp.51-59 |
5 | 김현기, 김수삼(2008), “파괴확률을 이용한 철도절개면의 위험도 평가,” 한국철도학회논문집, Vol. 11, No. 2, pp. 158-164 |
6 | 한국철도기술연구원(2009), “철도시설물 안전관리 네트워크 시범 구축,” 제3차년도 연구보고서 |
7 | D. G. Fredlund, Anqing Xing, and Shagyan Huang(1994), “Predicting the Permeability function for unsaturated soils using the soil-water characteristic curve,” Canadian Geotech. J., Vol. 31, pp.533-546 DOI ScienceOn |
8 | 김형배, 이승호(2002), “실용적인 확률론적 사면안정해석기법 개발,” 한국지반공학회논문집 제18권, 5호, pp.271-280 |
9 | Ueno Makoto et al.(2001) “The prediction of slope failure by reliability index,” Soil and Foundation, No. 49-7(522), pp.28-30 (in Japanese) |
10 | H. K. Kim et al.(2003), “The development of rail-transport operation control using the variation of slope stability under rainfall,” Railway Eng. 2003 on CD-rom, London, U.K |