Variance of intact rock strength determined by triaxial tests
Given the results of triaxial tests, regressions are commonly used to evaluate the parameters of failure criteria that model intact rock strength, and to perform statistical inferences used to evaluate characteristic values defined in EC7. These inferences are only possible if the basic hypothesis u...
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| Formato: | conferenceObject |
| Idioma: | eng |
| Publicado em: |
2015
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| Texto completo: | http://repositorio.lnec.pt:8080/jspui/handle/123456789/1007273 |
| País: | Portugal |
| Oai: | oai:localhost:123456789/1007273 |