Ensaios de coluna ressonante e de bender elements para medidas de módulos cisalhantes em caulim

• Ano de defesa: 2018
• Autor(a) principal: Fernandes, Filipe Cavalcanti
• Tipo de documento: Dissertação
• Tipo de acesso: Acesso aberto
• Idioma: por
• Instituição de defesa: Universidade Federal do Rio de Janeiro; Brasil; Instituto Alberto Luiz Coimbra de Pós-Graduação e Pesquisa de Engenharia; Programa de Pós-Graduação em Engenharia Civil; UFRJ
• Palavras-chave em Português: Caulim Speswhite; Caracterização dinâmica; Coluna ressonante; Bender Elements; Módulo cisalhante; CNPQ::ENGENHARIAS::ENGENHARIA CIVIL
• Link de acesso: http://hdl.handle.net/11422/11402

To better understand the behavior of submarine slopes is necessary to perform physical and computational simulations to better comprehend the phenomena involved. An essential part of the centrifuge modeling validation with computational simulations is the adequate use of the behavioral parameters of the soil. Static laboratory tests were carried out. including physicochemical and mineralogical characterization. compressibility tests and resistance tests as well as dynamic tests of resonant column and bender elements. The achievement of the appropriate and realistic parameters applicable to the contextualized problem improves our understanding of the behavior from submarine slope landslides and can be evaluated and well-designed in a safe and costeffective perspective.