Analysis of normal operation of a rockfill dam with combination of seepage-control elements: reinforced concrete face and clay-cement-concrete wall
The paper considers results of stress-strain state analysis for a 87 m high rockfill dam that is located in the layer of soil foundation and has a combined seepage-control element. In the lower part of the dam as well as in its foundation there is fixed a grout curtain by using slurry trench cut-off...
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| Format: | Article |
| Language: | English |
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Peter the Great St. Petersburg Polytechnic University
2016-11-01
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| Series: | Инженерно-строительный журнал |
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| Online Access: | http://engstroy.spbstu.ru/eng/index_2016_04/01.html |