Three-dimensional rigid limit equilibrium analysis method for multi-block sliding in arch dam abutment
Multi-block sliding is a common and important failure mode in arch dam abutment. The current stability analysis methods established generally have certain deficiencies: a lot of assumptions must be introduced to make the problem static, or some methods only discuss that the sliding mode of the indiv...
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| Автор: | |
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| Формат: | Artigo |
| Мова: | Inglês |
| Опубліковано: |
Editorial Office of Chinese Journal of Geotechnical Engineering
2022-01-01
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| Серія: | Yantu gongcheng xuebao |
| Предмети: | |
| Онлайн доступ: | https://www.cgejournal.com/en/article/doi/10.11779/CJGE202201014 |
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