Contenção com parede de jet grout autoportante em maciço arenoso: análise pelo método dos elementos finitos
Using a computer program based on the finite element method, the behaviour of an excavationin a sandy soil supported by a jet grout wall is analysed. The constitutive behaviour of the soil issimulated by the p-q-0 critical state model. Special emphasis is given to the analysis of thestresses (horizo...
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| Format: | book |
| Language: | por |
| Published: |
2010
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| Online Access: | https://repositorio-aberto.up.pt/handle/10216/91556 |
| Country: | Portugal |
| Oai: | oai:repositorio-aberto.up.pt:10216/91556 |