Numerical Experimental Investigation into the Impact Effect of Channelized Granular Flow Blocked by Rigid-Flexible Composite Structure
ObjectiveLoose slopes are highly susceptible to instability and sliding under the combined influence of multiple factors, including seismic disturbances, heavy rainfall-induced infiltration softening, and human activities. During transport, the dislodged material continuously collides, disintegrates...
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| Principais autores: | , , , |
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| Formato: | Artigo |
| Idioma: | Inglês |
| Publicado em: |
Editorial Department of Journal of Sichuan University (Engineering Science Edition)
2025-01-01
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| coleção: | 工程科学与技术 |
| Assuntos: | |
| Acesso em linha: | http://jsuese.scu.edu.cn/thesisDetails#10.12454/j.jsuese.202500514 |
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