Effect on Tailing Dam Stability of Rainfall Infiltration

Article Preview

Abstract:

Flow-deformation coupled unsaturated soil model is built based on rainfall infiltration condition and modified Mohr-Coulomb failure criterion according to modeling a tailing dam with ABAQUS software. A few conclusions are obtained by adopting proper hydraulic curve soil water characteristic curve and compared with actually measures data. Studies yields provide foundations for simulation analysis on tailing dam on the condition of rainfall infiltration.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

777-781

Citation:

Online since:

November 2013

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] Xiulan Wang, Deyuan Ma. Analysis factor of risk and remedial for tailing dam[J]. Mining industry research . Vol. 24, no. 4(2009). pp.49-50. In Chinese.

Google Scholar

[2] Liping Yi . Tailings dam seepage stability analysis and monitoring technology research [D]. masters thesis, zhong nan University. 2010. In Chinese.

Google Scholar

[3] Ning Wei, Pingyi Qian, Xudong Fu.  Effects of rainfall infiltration and evaporation on soil slope stability [J]. Rock and Soil Mechanics . Vol. 27, no. 5(2006), pp.778-781. In Chinese.

Google Scholar

[4] Jiantao Zhu. Case study on influence of rainfall permeation on slope stability [J] Chinese Journal of Rock Mechanics and Engineering. Vol. 23, no. 6 (2006), p.920-924. In Chinese.

Google Scholar

[5] Shangxiong Chen,Shouyi Chen. Analysis of stability of unsaturated soil [J]. Rock and Soil Mechanics. Vol. 22, no. 4(2001), p.447-448. In Chinese.

Google Scholar

[6] Han Xu, Yinwen Zhu,Yuanqi Cai. Stability analysis of unsaturated soil slopes under rainfall infiltration [J]. Rock and Soil Mechanics . Vol. 26, no. 12(2005), pp.1958-1959. In Chinese.

Google Scholar