Back analysis of geomechanical parameters by optimisation of a 3D model of an underground structure
One of the major difficulties for geotechnical engineers during project phase is to estimate the geomechanical parameters values of the adopted constitutive model in a reliable way. In project phase, they are normally evaluated by laboratory and in situ tests and, in the specific case of rock masses...
| Autor principal: | |
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| Outros Autores: | , , , |
| Formato: | article |
| Idioma: | eng |
| Publicado em: |
2011
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| Assuntos: | |
| Texto completo: | http://hdl.handle.net/1822/12975 |
| País: | Portugal |
| Oai: | oai:repositorium.sdum.uminho.pt:1822/12975 |