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Comparative Analysis of the Methods for Calculating the Stability Coefficients of the Tailings Facility Enclosing a Dam, Considering the Seismic Impact

The article presents the calculation of stability of the tailings facility slopes enclosing a dam, considering the seismic impact. The calculated stability coefficients obtained from the engineering (“Otkos” software) and numerical (PLAXIS 2D software) methods were compared. The stability coefficien...

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Bibliographic Details
Published in:Power technology and engineering 2021-11, Vol.55 (4), p.553-557
Main Authors: Ter-Martirosyan, A. Z., Sergeev, S. A., Ermoshina, L. Yu
Format: Article
Language:English
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Summary:The article presents the calculation of stability of the tailings facility slopes enclosing a dam, considering the seismic impact. The calculated stability coefficients obtained from the engineering (“Otkos” software) and numerical (PLAXIS 2D software) methods were compared. The stability coefficient of the dam slopes was additionally determined by the direct dynamic method, considering the pore pressure.
ISSN:1570-145X
1570-1468
DOI:10.1007/s10749-021-01396-y