Assessment of seismic stability of centrifugal benched slope models subjected to lateral confinement
Author:
Affiliation:
1. Kyoto University
2. National Yang Ming Chiao Tung University
Publisher
The Japanese Geotechnical Society
Link
https://www.jstage.jst.go.jp/article/jgssp/10/33/10_v10.OS-22-02/_pdf
Reference11 articles.
1. 1) Cala, M. and Flisiak, J. (2003). Slope stability analysis with numerical and limit equilibrium methods. Computer Methods in Mechanics, Gliwice, Poland.
2. 2) Cala, M., Flisiak, J. and Tajdus, A. (2004): Slope stability analysis with modified shear strength reduction technique. The Ninth International Symposium on Landslides.
3. 3) Kaniraj, S. R. and Abdullah, H. (1993): Effect of berms and tension crack on the stability of embankments on soft soils, Soils and Foundations, 33(4), 99-107.
4. 4) Li, Z. and Xiao, S. (2022): Seismic stability analysis of two-stage slopes reinforced with one row of piles, Soil Dynamics and Earthquake Engineering, 153. http://10.1016/j.soildyn.2021.107079
5. 5) Michalowski, R. L. and Drescher, A. (2009): Three-dimensional stability of slopes and excavations, Géotechnique, 59(10), 839-850. http://10.1680/geot.8.P.136
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