1000 resultados para Datos agregados


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A quantidade de resíduos gerados pelo setor da Construção Civil ultimamente vem chamando atenção devido à dimensão com a qual atua como impacto ambiental utilizando materiais de fontes naturais não renováveis e aumentando as quantidades de lixos produzidos pelo meio urbano. No Brasil, esta estimativa gira em torno de 90.000 toneladas geradas por dia. A proposta de utilizar o agregado proveniente de RCC (resíduo de construção civil) como parte integrante de concretos estruturais torna-se ainda mais interessante a partir do momento em que se busca uma diminuição nos custos para a produção do concreto, carregando consigo a mentalidade ambientalista quando poupa a utilização de recursos naturais os quais alguns já começam a se esgotar. Bancos de areia e fontes de seixo começam a se extinguir devido à larga utilização desses agregados nos concretos produzidos em Belém e cidades interiores do estado do Pará. Assim a necessidade de novas fontes de agregados nos faz buscar nos resíduos da construção civil prováveis fontes de agregados que respondam de forma similar aos naturais. Levando em consideração esta proposta, esta dissertação avaliou a durabilidade de concretos produzidos com o agregado de RCC cerâmico, através de ensaios de absorção de água por capilaridade, carbonatação, penetração de íons cloretos e resistividade elétrica. Para tanto, foi substituído o agregado graúdo natural pelo agregado graúdo cerâmico em 50%, onde esta porcentagem de agregado reciclado foi submetida às taxas de pré-saturação de 60%, 80% e 100%. Nos resultados obtidos pode-se observar que a presença do AGRC (agregado graúdo reciclado cerâmico), independentemente do grau de pré-saturação foi significativa em todos os resultados obtidos, fato que embora deixe os concretos mais suscetíveis à perda de durabilidade, apresentou uma mesma tendência de comportamento em relação às misturas referência. Os resultados mais próximos das misturas convencionais foram alcançados pelos concretos que continham agregados cerâmicos pré-saturados com água à uma taxa de 80%.

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

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This study aimed to analyze the spatial distribution of dengue risk and its association with socio-environmental conditions. This was an ecological study of the counts of autochthonous dengue cases in the municipality of Campinas, São Paulo State, Brazil, in the year 2007, aggregated according to 47 coverage areas of municipal health centers. Spatial models for mapping diseases were constructed with Bayesian hierarchical models, based on Integrated Nested Laplace Approximation (INLA). The analyses were stratified according to two age groups, 0 to 14 years and above 14 years. The results indicate that the spatial distribution of dengue risk is not associated with socio-environmental conditions in the 0 to 14 year age group. In the age group older than 14 years, the relative risk of dengue increases significantly as the level of socio-environmental deprivation increases. Mapping of socio-environmental deprivation and dengue cases proved to be a useful tool for data analysis in dengue surveillance systems.

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The soil management system can modify the natural distribution of the soil attributes and, consequently, the variability of the soil aggregation and organic matter content. Thus, the aim of this work was to evaluate the aggregate stability and organic matter content spatial distribution on a Haplic Cambisol under sugar cane cultivation in the Southern Amazonas State, Brazil. A 70 x 70 m square mesh, with regular 10 meters intervals, was designed over the cultivation area, resulting in 64 sample points. Soil blocks with preserved structure were collected at 0.0-0.2 m depth in order to analyze the aggregate stability and organic matter content. The data were submitted to the descriptive and geostatistical analysis. The soil attributes presented a spatial dependence structure and the greater range was observed for the mean weighted diameter and aggregate class <1.00 mm. Also, there is a spatial relation among the mean geometric diameter, mean weighted diameter and aggregate classes (>2.00 and 2.00-1.00 mm).

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This work presents the results obtained in analyzes of aggregates from construction and demolition waste produced by the plant of the City of Guaratinguetá. Using this data and comparing with the specifications of NBR 15115, it was found that the materials do not possess the requisite minimum characteristics to be utilized as a basis for low-pavement traffic. In order to identify the main reasons of the material does not fit in the standard, we used the data obtained in a study conducted by Professor. Dr. Luiz Eduardo de Oliveira at the plant of the company AB Environmental Solutions Ltd., located in Pindamonhangaba. With different characteristics, the aggregates from construction and demolition waste produced by this plant showed the possibility of using pavements. The use of these residues in paving reduces the impact on the environment caused by construction.

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The effect of phloretin in the structure and hydration of dimiristoyl phosphatidylcholine vesicles (DMPC) was investigated by electron paramagnetic resonance technique (EPR) at the bilayer core of membrane, using 14-PCSL spin label derivative of phosphatidylcoline. The spectra obtained by pure DMPC vesicles and with addition of phloretin were simulated using the Nonlinear Least-Square program, at the tempearature between 15 oC to 50 oC. Through these simulations it was possible to analyse the membrane hydration and bilayer order, to understand the interaction between DMPC aggregates and phloretin. The results show that the phloretin decreases the membrane hydration in both gel and fluid phases. This reduction of water molecules is accompanied by increasing of the bilayer order at this micro-region

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CONAMA Resolution 307 / 02, in Article 4, states that the primary goal of those involved in the reuse process of construction and demolition waste is not the generation of such wastes, secondarily is the reduce, reuse, recycling and proper disposal of such material. The disposal problem of large volumes of waste generated coupled with the scarcity of natural resources and environmental degradation involved in the extraction process of such materials resulted in several studies, that after many analyzes proposed various forms of reuse and recycling . The NBR 15.116/04 provides requirements for the use of recycled aggregates in paving and concrete without structural function. This work aims to show the usage potential of recycled aggregates from waste generated in construction and demolition sampled Group AB Areias, Pindamonhangaba (SP) in order to meet the standards in Brazil, as well as the environmental contribution by reducing the use of raw materials extracted from nature. After stabilization and particle size analysis of the California Bearing Ratio and Proctor, obtained mixtures of recycled aggregates showed higher values submitted by the minimum standards related, with excellent potential for use in paving

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Pós-graduação em Ciências Ambientais - Sorocaba

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Las músicas populares urbanas participan en la construcción, transmisión y deconstrucción de las imágenes de género. Es trascendental comprender su influencia entre los oyentes. Para ello, realizamos una investigación basada en encuestas a jóvenes universitarios que mostró la permanencia de prejuicios y una escasa capacidad crítica, lo que refuerza algunas de las hipótesis de la sociología de la música de T. W. Adorno y plantea cuestiones importantes para la musicología feminista. Es necesario tener conciencia de la existencia de estos prejuicios si pretendemos una educación emancipatoria.

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A trial was carried out with the purpose of evaluating the effect of different management systems applied between the rows of rubber trees (Hevea brasiliensis) on the aggregate stability in water of Dark Red Latosol, with clayey texture from the Municipality of Jaboticabal (SP) and Yellow Red Podzolic, sandy/medium texture fromthe Municipality of Tabapua (SP). The treatments consisted of disk harrowing, Pueraria phaseoloides and mowing. The soil samples were withdrawn after seven years of application of these management systems from depths of 0-0.1, 0.1-0.2, 0.2-0.3, and 0.3-0.4 m. The stability of the aggregates was obtained in sieves with size classes of 8-4, 4-2, 2-1, 1-0.5, 0.5-0.125, and < 0.125 mm. The Pueraria phaseoloides gave a significant difference regarding the distribution of the aggregates on the superficial layer (10 cm) when compared to the other management systems, presenting a higher distribution of larger sized aggregates on the Dark Red Latosol. The tillage management for this same depth presented higher values of small sized aggregates on both soils. The organic matter on the soils showed a direct and significant relation to the stability of the larger sized aggregates and an inverse relation with the stability of the smaller sized aggregates.

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This study aimed to analyze the literature on social support in the database ebsco-Academic Search between 2001 and 2011. It was based on a search for items that had the words "social support" and "scale" in the abstract. The sample consisted of 107 studies. It was verified in the results that there were fluctuations in the number of studies over the years. Aging & Mental Health and Quality of Life Research were the journals which published the most. On the country of residence of the first author, the countries that dominated were United States and England. 34 different instruments were used to assess social support. We also observed a lack of information concerning the psychometric qualities in the instruments descriptions.

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Two of the major problems caused by construction activity are the production of construction and demolition waste (CDW) and the exploitation of mineral resources, causing big impacts on the environment. Therefore, the recycling has been shown as an alternative to mitigate the harmful effects of waste on the urban environment and prevent the exploitation of new raw materials. This course work aims to study the behavior of recycled aggregates from Vale do Paraíba in concrete and mortar. Initially, it presents the definitions of recycled aggregates according to CONAMA Resolution No. 307/2002, the aggregate settings for concrete and mortar (such as the grain size, its origin and density, and the characterization parameters according to ABNT), and the definition of ACI method of concrete mix design. Afterwards, it presents the characterization of materials separated by assays. After that, it shows the theoretical concrete proportioning applying the ACI method and experimental concrete proportioning. Then, the analysis of results is performed to finally conclude that the materials provided can't be used to replace natural aggregates because they cannot have the same performance. With the studies, it could be observed that the recycled aggregate presents a great complexity and diversity in origin, therefore the form how the material should be handled requires great care

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Two of the major problems caused by construction activity are the production of construction and demolition waste (CDW) and the exploitation of mineral resources, causing big impacts on the environment. Therefore, the recycling has been shown as an alternative to mitigate the harmful effects of waste on the urban environment and prevent the exploitation of new raw materials. This course work aims to study the behavior of recycled aggregates from Vale do Paraíba in concrete and mortar. Initially, it presents the definitions of recycled aggregates according to CONAMA Resolution No. 307/2002, the aggregate settings for concrete and mortar (such as the grain size, its origin and density, and the characterization parameters according to ABNT), and the definition of ACI method of concrete mix design. Afterwards, it presents the characterization of materials separated by assays. After that, it shows the theoretical concrete proportioning applying the ACI method and experimental concrete proportioning. Then, the analysis of results is performed to finally conclude that the materials provided can't be used to replace natural aggregates because they cannot have the same performance. With the studies, it could be observed that the recycled aggregate presents a great complexity and diversity in origin, therefore the form how the material should be handled requires great care