Correlação entre os ensaios CBR e DCP para solos argilosos residuais basálticos.
The present work presents a correlation between the CBR (California Bearing Ratio) and DCP (Dynamic Cone Penetrometer) tests, to clayish soils from the third highland of Paraná, in Londrina's town region. It were used 10 (ten) samples to execute the laboratoryal tests, after that, through math...
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| Format: | article |
| Status: | Published version |
| Publication Date: | 2022 |
| Country: | Brasil |
| Institution: | Centro Universitário de Maringá (UNICESUMAR) |
| Repository: | Repositório Digital Unicesumar |
| Language: | Portuguese |
| OAI Identifier: | oai:rdu.unicesumar.edu.br:123456789/9324 |
| Online Access: | http://rdu.unicesumar.edu.br/handle/123456789/9324 |
| Access Level: | Open access |
| Keyword: | California Bearing Ratio Dynamic Cone Penetrometer Solos |
| Summary: | The present work presents a correlation between the CBR (California Bearing Ratio) and DCP (Dynamic Cone Penetrometer) tests, to clayish soils from the third highland of Paraná, in Londrina's town region. It were used 10 (ten) samples to execute the laboratoryal tests, after that, through math models, it was possible to identify correlations between the final results. Once the equipment DCP it is very useful to "in situ" soil layers evaluation, the gathering of correlations between de CBR and DCP indexes, to many different kinds of soil, is necessary. |
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