Numerical analysis of three-dimensional arch-bank slope based on fluid–structure interaction
Abstract The large-span arch bridge constructed in the reservoir area often requires the setting of its arch abutments on steep reservoir banks, which are subject to the long-term fluctuation of water levels in the river channel, facing potential risks of instability. Taking the Guizhou Luowang Rive...
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| Main Authors: | , , , , |
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| Format: | Article |
| Language: | English |
| Published: |
SpringerOpen
2025-08-01
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| Series: | Journal of Engineering and Applied Science |
| Subjects: | |
| Online Access: | https://doi.org/10.1186/s44147-025-00707-8 |
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