Application of the modified Cam-Clay model to a residual soil
Nenhuma Miniatura disponível
Data
2000-01-01
Autores
Orientador
Coorientador
Pós-graduação
Curso de graduação
Título da Revista
ISSN da Revista
Título de Volume
Editor
A A Balkema Publishers
Tipo
Trabalho apresentado em evento
Direito de acesso
Acesso aberto
Resumo
The modified Cam - Clay model was used to model experimental results of a saturated residual sandy soil from Sao Carlos - SP. Triaxial compression tests were performed using Bishop - Wesley cell with internal transducers to measure axial and radial strains. It was observed that the model fairly fitted experimental results, specially the principal stress difference at critical state. In general it was observed a good qualitative agreement between experimental and predicted strain values, considering compression or expansion of the samples. However, in all the stress path used, but 100 degrees and 140 degrees, the model yielded strains larger than that measured in the tests.
Descrição
Palavras-chave
Idioma
Inglês
Como citar
Geoecology and Computers. Leiden: A A Balkema Publishers, p. 315-320, 2000.