On the stability of the slope of the right-bank dam of Dneprodzerzhinsk hydroelectric power station
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- Category: Mining mechanics
- Last Updated on Saturday, 05 January 2013 16:15
- Published on Saturday, 05 January 2013 16:15
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Authors: B.М. Usachenko, A.N. Shashenko, A.S. Kovrov
Modelling of the slope stability for the right-bank dam of Dneprodzerzhinsk hydroelectric power station in the finite-element method software Phase2 by Mohr-Coulomb failure criterion has been carried out. Hydrogeological parameters for the dam soil using natural and technogenic factors have been evaluated. The causes of generation of funnel-shaped gaps on the surface of deformed slope have been defined.
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