1 |
Kimura, T. and Itou, T., 2003, Evaluation by threedimensional slope stable analysis of tunnel digging in the landslide area, 日本地すべり究表, 181-184.
|
2 |
Lam, L. and Fredlund, D.G., 1993, A general limit-equilibrium model for three-dimensional slope stability method in practice, Can. Geotech. J., 30, 905-919.
DOI
ScienceOn
|
3 |
Ohta, H. and Hayashi, Y., 1998, A study of threedimensional analysis of slope stability (part 1), 日本地すべり究表, 441-444.
|
4 |
Ohta, H., Hayashi, Y. and Kokugan, S., 2000, A study of three-dimensional analysis of slope stability (part 2), 日本地すべり究表, 59-60.
|
5 |
권영일, 진명식, 1974, 청주 지질도폭, 한국지질자원연구원, pp.2-6.
|
6 |
서용석, 윤운상, 2004, 3차원 사면안정해석에 관한 소고, 지질공학, 14(2), 235-241.
|
7 |
서용석, 太田英將, 채병곤, 윤운상, 2004, 3차원 사면안정 해석을 이용한 활동지괴 가장자리부의 전단저항에 관한 연구, 지질공학, 14(4), 451-460.
|
8 |
이경미, 임성빈, 정해근, 서용석, 2009, 충북지역 흙-암 경계면 전단강도 산정, 춘계지질과학기술공동학술대회논문집, pp.410.
|
9 |
이수곤, 김백순, 2005, 암과 흙 경계면에서의 전단강도 특성 연구, 대한지질공학회 학술발표회, 189-193.
|
10 |
Wei, W.B., Cheng, Y.M. and Li, L., 2009, Three-dimensional slope failure analysis by the strength reduction and limit equilibrium methods, Computers and Geotechnics 36, 70-80.
DOI
ScienceOn
|
11 |
Xie, M., Esaki, T. and Cai, M., 2004, A GIS-based method for locating the critical 3D slip surface in a slope, Computers and Geotechincs, 31, 267-277.
DOI
ScienceOn
|
12 |
Stark, T. and Eid, H, 1998, Performance of three-dimensional slope stability methods in practice, J. of Geotech. and Geoenviron. Engng, 124, 11, 1049-1060.
DOI
ScienceOn
|