On the stability of the slope of the right-bank dam of Dneprodzerzhinsk hydroelectric power station
/ 0
- Details
- Category: Geotechnical and mining mechanical engineering, machine building
- Last Updated on 05 January 2013
- Published on 05 January 2013
- Hits: 4341
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.
Files:
 2010_11-12 Usach
|
|
 2012-12-14  1.02 MB  2062 |
|
Tags: slope stability • finite-element method • Strength Reduction Factor • Mohr-Coulomb failure criterion
Newer news items:
- Classification of the ways of the bore holes flushing - 05/01/2013 16:24
- Statistical analysis of quarry dump trucks performance parameters as a resource of their exploitation effectiveness improving - 05/01/2013 16:23
- Improvement of method of calculation of efficiency of storm sewage-purification facilities without detention at motor transport enterprises - 05/01/2013 16:19
- Braking by devices with the limited friction torque on wheel subject to influence of systematic burrs of rail way - 05/01/2013 16:17
Archive