Stability Evaluation of Fill Dam in Graphite Mine Tailings Impoundment

Shuang Huang; Jian Ping Chen; Qing Wang

doi:10.4028/www.scientific.net/AMR.1010-1012.288

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 1010-1012Stability Evaluation of Fill Dam in Graphite Mine...

Stability Evaluation of Fill Dam in Graphite Mine Tailings Impoundment

Abstract:

The graphite mine tailings impoundment was detailed investigated, and the structural features of fill dam in the graphite mine tailings impoundment was analyzed. Then the author created the stability calculating model of this fill dam, calculated its stability coefficient, and evaluated its stability. It can be concluded that: the fill dam was stable under the condition of normal operation, and it was unstable under the condition of flood operation and special operation.

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Periodical:

Advanced Materials Research (Volumes 1010-1012)

Pages:

288-291

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.1010-1012.288

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Online since:

August 2014

Authors:

Shuang Huang*, Jian Ping Chen, Qing Wang

Keywords:

Fill Dam, GEO-SLOPE, Stability Evaluation, Tailings Impoundment

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* - Corresponding Author

References

[1] Finagenov, O. M., Shul'man, S. G., & Luchina, V. K. Power Technology and Engineering (formerly Hydrotechnical Construction). (1999).

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[2] Yuxue Zhu: The tailings engineering analysis and management. Beijing: Beijing metallurgical industry press. (1999) in Chinese.

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[3] Housing and urban-rural development of the People's Republic of China: (GB 50543-2010) Technical Code for Geotechnical Engineering of Tailings Embankment. Beijing: china planning press. (2010) in Chinese.

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