Pile bearing capacity of the new bridge over Zambezi River (Mozambique): predictions and performance of static load test results
The evaluation of pile bearing capacity is dependent on the interpretation of the pile head load-settlement curve and the determination of the shaft and toe resistances in careful and well instrumented tests. It is then possible to calibrate design methods with load transfer curves at different dept...
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| Outros Autores: | , , |
| Formato: | book |
| Idioma: | eng |
| Publicado em: |
2008
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| Assuntos: | |
| Texto completo: | https://hdl.handle.net/10216/70107 |
| País: | Portugal |
| Oai: | oai:repositorio-aberto.up.pt:10216/70107 |