Predicting the Shear Strength of Unfilled Rock Joints with the First-Order Takagi-Sugeno Fuzzy Approach
As a result of a number of studies, some analytical models have been developed to predict the shear behavior of unfilled rock joints, but they all present a purely deterministic nature because their input variables are defined without considering the uncertainties inherent in the formation processes...
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| Outros Autores: | , |
| Formato: | article |
| Idioma: | por |
| Publicado em: |
2022
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| Texto completo: | http://www.repositorio.ufc.br/handle/riufc/63790 |
| País: | Brasil |
| Oai: | oai:www.repositorio.ufc.br:riufc/63790 |