Mineralogical characterization of clays moles present in the surroundings of the natural reserve of Guaratiba: west zone of the municipality of Rio de Janeiro

Authors

DOI:

https://doi.org/10.6008/CBPC2179-6858.2018.007.0002

Keywords:

Mineralogy, Environmental Preservation Area, Mangrove Area, Soft Clay

Abstract

The unbridled expansion of the large centers, as well as the lack of further studies, have led to the increasing occupation of irregular areas, as is the case today in the last mangrove areas of the Guaratiba nature reserve. The soft clay, which is very present on the Brazilian coast, always presents a challenge regarding the analysis of its behavior, since nearby areas with considerable soft clay thickness may present different geomechanical behavior. In order to better understand the behavior of soft arligas, as well as to deepen the studies in these areas of preservation, so important for the maintenance of the local biome, the present study deepens the knowledge about mineralogy of the soils of the West Zone of Rio de January. X - ray diffraction tests were performed at depths between 4m and 6m, from the nine samples analyzed, as well as x - ray fluorescence assays, with the purpose of complementing the mineralogical characterization of the region under study. All the tests carried out, respected the local biome, aiming at its preservation. A large variety of clay minerals, as well as non-clay minerals, quartz, feldspar and poligorsquite, were found in the samples. From the group of identified argillominerals, Illitas, Caulinitas and Vermiculitas were the most present clay minerals in the samples, with Illita being the clay mineral that contributes most to the soil behavior, since it presents more than 25% of the constituent material of the soil. The presence of low activity clay minerals, such as Illita, Chlorite, Caulinite and Mica, leads to the development of high sensitivity to grinding, as they are subject to the reduction of the liquidity limit and the resistance dented under chemical changes in the environment, such as leaching and dispersing agents.

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Author Biographies

Flávio Vieira da Silva Junior, Instituto Militar de Engenharia

Engenheiro Civil pela Universidade Federal do Pampa (UNIPAMPA). Mestre em Infraestrutura de Transportes pelo Instituto Militar de Engenharia (IME). Experiência em planejamento de infraestrutura de transportes urbanos com ênfase em recuperação de pavimentos asfálticos e alocação de linhas de ônibus pelo Método Gravitacional de Newton para elaboração de Matrizes O/D. Atualmente Professor Adjunto do Curso de Pós-Graduação em Pavimentação Rodoviária, e do Curso de Engenharia Civil do Instituto Tocantinense Presidente Antônio Carlos (ITPAC). Coordenador do Escritório Modelo de Engenharia do Curso de Engenharia Civil do Instituto Tocantinense Presidente Antônio Carlos (ITPAC).

Maria Esther Soares Marques, Instituto Militar de Engenharia

Possui graduação em Engenharia Civil pela Universidade Federal do Rio de Janeiro (1989), mestrado em Engenharia Civil pela COPPE/UFRJ (1996) e doutorado em Engenharia Civil pela COPPE/UFRJ (2001) com pesquisas de campo e laboratório realizadas na Université Laval, Québec. Atualmente é professora associada do Instituto Militar de Engenharia. Tem experiência na área de Engenharia Civil, com ênfase em Mecânicas dos Solos, atuando principalmente nos seguintes temas: comportamento de solos moles, ensaios de campo, ensaios de laboratório, aterros sobre solos moles e pavimentos. Publicou dois livros em co-autoria: Aterros sobre solos moles ? projeto e desempenho (2010) e Design and Performance of Embankments on Very Soft Soils (2013). Foi Coordenadora de Programa de Pós Graduação em Engenharia de Transportes de 2011 a 2014. É professora do corpo permanente dos cursos de Graduação em Engenharia de Fortificação e Construção, na Pós Graduação em Engenharia de Transportes e na Pós Graduação em Engenharia de Defesa do IME.

Published

2018-09-24

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