Examining the effects of layering on the seismic behavior of tailings dams using dynamic centrifuge tests
Author:
Affiliation:
1. China Institute of Water Resources and Hydropower Research
Publisher
The Japanese Geotechnical Society
Subject
General Computer Science
Link
https://www.jstage.jst.go.jp/article/jgssp/9/5/9_v09.cpeg125/_pdf
Reference15 articles.
1. 1) Aubertin, M., Bussiere, B. and Chapuis, R. P. (1996): Hydraulic conductivity of homogenized tailings from hard rock mines, Canadian Geotechnical Journal, 33(3), 470-482.
2. 2) Azam, S. and Li, Q. (2010): Tailings dam failures: a review of the last one hundred years, Geotechnical news, 28(4), 50-54.
3. 3) Dobry, R. and Alvarez, L. (1967): Seismic failure of chilean tailing dams, Journal of the Soil Mechanics and Foundations Division, 93(6), 237-260.
4. 4) Erten, D. and Maher, M. H. (1995): Cyclic undrained behavior of silty sand, Soil Dynamics and Earthquake Engineering, 14(2), 115-123.
5. 5) Ishihara, K. (1984): Post-earthquake failure of a tailings dam due to liquefaction of the pond deposit, Proceedings of First International Conference on Case Histories in Geotechnical Engineering, 1129-1143.
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