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Stress-strain state and performance of a high rockfill dam with a grout curtain
This paper examines the results of numerical simulation of the stress-strain state (SSS) in a rockfill dam 235 m tall, with a massive three-tier grout curtain used as the impervious element. Calculations were done for multiple scenarios that reflected the wide range of possible changes of the modulu...
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| Hlavní autoři: | , |
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| Médium: | Artigo |
| Jazyk: | Inglês |
| Vydáno: |
Peter the Great St. Petersburg Polytechnic University
2017-02-01
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| Edice: | Инженерно-строительный журнал |
| Témata: | |
| On-line přístup: | https://engstroy.spbstu.ru/userfiles/files/2017/1(69)/04.pdf |
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