Finite element-based probabilistic stability analysis of rock-fill tailing dam considering regional seismicity-Reference-Cited by-同舟云学术

Finite element-based probabilistic stability analysis of rock-fill tailing dam considering regional seismicity

Published:2019-05-16 Issue:1 Volume:4 Page:
ISSN:2364-4176
Container-title:Innovative Infrastructure Solutions
language:en
Short-container-title:Innov. Infrastruct. Solut.

Author:

Hegde A.^ORCID,Das Tanmoy

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering,Environmental Engineering,Engineering (miscellaneous)

Link

http://link.springer.com/content/pdf/10.1007/s41062-019-0223-2.pdf

Reference43 articles.

1. ICOLD (2001) Tailings dams: risk of dangerous occurrences: lessons learnt from practical experiences. Bulletin (International Commission on Large Dams) p 121

2. UNEP (1996) Environmental and safety incidents concerning tailings dams at mines: results of a survey for 1980–1996. Mining Journal Research Services & United Nations Environment Programme & United Nations. Department of Humanitarian Affairs, Paris

3. Rico M, Benito G, Salgueiro AR, Díez-Herrero A, Pereira HG (2008) Reported tailings dam failures. J Hazard Mater 152:846–852

4. USCOLD Committee on Tailings Dams (1994) Tailings dam incidents. U.S. Committee on Large Dams, Denver

5. El-Ramly H, Morgenstern NR, Cruden DM (2002) Probabilistic slope stability analysis for practice. Can Geotech J 39:665–683

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