203 resultados para Instabilidade de taludes

em Repositório Institucional UNESP - Universidade Estadual Paulista "Julio de Mesquita Filho"


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Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)

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The disposal of solid waste can create environmental problems, in addition to the potential risk of instability even in planned geotechnical works, such as provisions in stacks or high ends of the landfill, because they represent mere adjustments in civil engineering works. The Leme city, SP, generates about 35 t/day of municipal waste, that are deposited in a landfill located in the Barro Preto neighborhood. This work conducted a geophysical survey, based on geotechnical instability evidence in area, for analysis of the conditioners that cause on the sides leachate resurgence landfill and its relationship to mass movements and ravines installation in cover soil, with consequent waste exposure. The results indicate horizons of low resistivity connected with resurgence points generated by the organic matter decomposition contained in the waste. Such horizons result in leachate concentration in some places, which, in turn, may lead to loss of cohesion of the materials constituting the residues mass. The results are areas with mass flow by rotational movements, which, together with the surface flow of rainwater, evolves into ravines and exposed residues, preferably at the resurgence point. The leachate flow on the surface affects areas beyond the limits at landfill with direct impact on local agriculture and risk to pedestrians using the highway bordered by the landfill beyond the soil and the local aquifer.

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Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)

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Pós-graduação em Geociências e Meio Ambiente - IGCE

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Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)

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Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)

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Fundação de Amparo à Pesquisa do Estado de São Paulo (FAPESP)

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O objetivo nesta pesquisa consiste em fazer um trabalho de prevenção junto às instituições APAE (Associação de Pais e Amigos de Excepcionais) e ASIN (Associação de síndrome de Down), ambas de São José dos Campos e ASPAD (Associação de Pais e Amigos de síndrome de Down) de Jacareí, orientando e avaliando sobre a presença ou não da instabilidade atlanto-axial (IAA), assim como verificar a prevalência dessa anormalidade nesses indivíduos. Foram convidados a participar do projeto todos os indivíduos das três instituições de assistência à SD, tendo formado uma amostra com 68 indivíduos, com idades entre 2 a 34 anos, sendo 39 do sexo masculino e 29 do feminino. Foram realizadas radiografias da coluna cervical nas posições de extensão, flexão e neutra, para as quais todos os responsáveis assinaram termo de consentimento. A verificação da IAA foi feita pela análise da distância atlanto-odontóide (DAO), utilizando o programa Radiocef, com uma ferramenta criada para isso. A DAO foi analisada nas três incidências, e era considerada a presença de IAA desde que o indivíduo apresentasse valores ?4,5mm em pelo menos uma dessas posições. Após a realização dos testes estatísticos e análise dos resultados, concluímos que a prevalência de IAA foi de 22,1% dos indivíduos, com valores DAO entre 4,5 e 8,83mm, tendo sido mais prevalente nos indivíduos do sexo masculino do que feminino, assim como nas crianças do que nos jovens e adultos. Foi possível verificar também que, a posição de flexão apresentou maior prevalência de IAA, mas que ela não deve sobrepor às posições de extensão e neutra, pois pode omitir casos ausentes em flexão, mas presentes nas outras posições. Dessa forma, foi realizado o trabalho de prevenção com a avaliação da IAA por meio da realização dos exames radiográficos em que os laudos... (Resumo completo, clicar acesso eletrônico abaixo)

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Thin walled cylindrical shells are widely used in many areas of industry, including civil, mechanical, nuclear, marine, petroleum and aerospace engineering. The wide application of thin cylindrical shells and the importance of instability phenomenon are the motivation basis to this study, since these factors have a great importance in engineering projects. It is presented a detailed study about the instability of cylindrical shells based on theoretical calculation, which results are compared with finite elements method calculation. The loading and boundary conditions analyzed are based on the most common types verified in real engineering projects and refer respectively to lateral (external) pressure and cylinders with simply supported edges. The calculation based on the finite elements method was executed with ANSYS 13.0 software. The results obtained with this calculation are in good agreement with the analytical theory presented in the technical note NACA No 1341 (BATDORF, 1947) considering a wide range of applicability. On the other hand, the analytical method presented in the book Theory of Elastic Stability (TIMOSHENKO; GERE, 1936) has a very restrict applicability and has presented considerable deviations in a great sort of the analyzed cases

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Initially, the text handles the theories of ancient classical and changes with the emerging of the debates of the schools of economic of Keynes and Kalecki. Over the years, from 1930 onwards, investment theories were debated and modified by various schools of economic thought. One of the debates that stands out in this work are the theories of Minsky that will bring new reformulations to Keynesian theory and a greater focus on psychological factors as determinants of investment decisions. Through financial instability hypothesis Minsky explains how the decisions to invest and the access to credit cause instability to financial system. Finally the work will show how access to credit is material when companies decide to invest and how these investments are often handled due to information asymmetries in the market. The financial institutions seek to maximize their profits while dribbling moral hazard and adverse selection, and thus the government needs to intervene once in a while as a regulator to maintain the solvency of the system

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Fundação de Amparo à Pesquisa do Estado de São Paulo (FAPESP)

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This work addresses the erosion caused by rain, describing their steps and factors that most influence the intensity and volume of transported material. The work presents the Universal Soil Loss Equation that quantifies the erosion, with the influence of different factors that affect it. The following notes the occurrence of this process in cutting slopes. They suffer with removal of the vegetation and surface soil layer, making them even more susceptible to this process. In this way it's necessary a protection model for the slopes. Some protection methods are presents with their main features, advantages and disadvantages, implementation process, especially to survey the approximate cost of each method and their application restrictions

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Fundação de Amparo à Pesquisa do Estado de São Paulo (FAPESP)