Numerical model for breach of concrete face sand-gravel dams due to overtopping
Based upon the data of field investigations and back analysis of centrifugal model tests for the beach case of the Gouhou concrete face sand-gravel dam (CFSGD), a numerical model for breach of CFSGD is developed. The major highlights of the model are the adoption of soil erosion equation which can c...
محفوظ في:
| المؤلف الرئيسي: | |
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| التنسيق: | Artigo |
| اللغة: | Inglês |
| منشور في: |
Editorial Office of Chinese Journal of Geotechnical Engineering
2019-07-01
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| سلاسل: | Yantu gongcheng xuebao |
| الموضوعات: | |
| الوصول للمادة أونلاين: | https://www.cgejournal.com/en/article/doi/10.11779/CJGE201909002 |
| الوسوم: |
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