Bayesian Network Based Probabilistic Modelling of Earthquake Induced Landslides
Author:
Affiliation:
1. Indian Institute of Technology Bombay,
Publisher
The Japanese Geotechnical Society
Link
https://www.jstage.jst.go.jp/article/jgssp/10/13/10_v10.OS-2-04/_pdf
Reference29 articles.
1. 1) Akbas, B., and Huvaj, N. (2015): Probabilistic slope stability analyses using limit equilibrium and finite element methods. In Geotechnical safety and risk V, 716-721. https://ebooks.iospress.nl/doi/10.3233/978-1-61499-580-7-716.
2. 2) Ambraseys, N. N., and Menu, J. A. M. (1988): Earthquake‐induced ground displacements. Earthquake engineering & structural dynamics, 16(7), 985-1006. https://doi.org/10.1002/eqe.4290160704.
3. 3) Chang, C. S. (1992): Discrete element method for slope stability analysis. Journal of Geotechnical engineering, 118(12), 1889-1905. https://doi.org/10.1061/(ASCE)0733-9410(1992)118:12(1889).
4. 4) Chatterjee, K., and Choudhury, D. (2014): Seismic analysis of soil slopes using FLAC2D and modified Newmark’s approach. In Geo-Congress 2014: Geotechnical Special Publication No. GSP 234, ASCE, Edited by A. J. Puppala, P. Bandini, T. C. Sheahan, M. Abu-Farsakh, X. Yu and L. R. Hoyos (ISBN 978-0-7844-1329-6), Reston, VA, USA, 1196-1205. https://doi.org/10.1061/9780784413272.116.
5. 5) Choudhury, D., Basu, S., and Bray, J.D. (2007): Behaviour of slopes under static and seismic conditions by limit equilibrium method. In Geo-Denver-2007: New Peaks in Geotechnics, In Embankments, Dams and Slopes: Lessons from the New Orleans Levee Failures and Other Current Issues, Geotechnical Special Publication No. 161, ASCE, Edited by Francisco Silva-Tulla and Peter G. Nicholson, USA, 1-10. https://doi.org/10.1061/40905(224)6.
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