Hydromechanical analysis of masonry gravity dams and their foundations
A numerical model for the hydromechanical analysis of masonry dams based on the discrete element method is presented. The dam and the rock foundation are represented as block assemblies, and a coupled flow-stress analysis is performed in an integrated manner for the entire system. Complex block shap...
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| Outros Autores: | , |
| Formato: | article |
| Idioma: | eng |
| Publicado em: |
2013
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| Assuntos: | |
| Texto completo: | http://hdl.handle.net/1822/26612 |
| País: | Portugal |
| Oai: | oai:repositorium.sdum.uminho.pt:1822/26612 |