Assessment of slopes stability of rockfill dam of Boguchansk hydropower plant
Results of comparative analyses of slopes stability of Boguchansk rockfill dam under action of static and seismic loads are presented. Analyses are performed by traditional (Terzhagi) and numerical (Finite Elements) methods. In the first method the decrease of shear strength of rockfill with increas...
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| Format: | Article |
| Language: | English |
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Peoples’ Friendship University of Russia (RUDN University)
2010-06-01
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| Series: | RUDN Journal of Engineering Research |
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| Online Access: | http://journals.rudn.ru/engineering-researches/article/view/5107 |