949 resultados para Areia Argilosa
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This research was motivated by the requirement of asbestos s replacement in building systems and the need to generate jobs and income in the country side of the state of Bahia, Brazil. The project aimed at using fibers from licuri leaves (syagrus coronata), an abundant palm in the region, to produce composites appropriate for the sustainable production of cement fibre reinforced products in small plants. The composites were produced in laboratory using Portland cement CP-II-F32, sand, water, licuri palm fiber contents of 1.0, 1.5 and 2.0% by weight of binder (two different fiber length) and metakaolin. The latter was chosen as an additional binder for its efficiency to reduce the alkalinity of cementitious matrixes therefore preventing the degradation of vegetable fibers. The characterization of the composite components was carried out by sieving and laser particle size analyses, thermal analysis, fluorescence and X-ray diffraction. The composites performance was evaluated by 3- point-bending tests, compressive strength, ultrasound module of elasticity, free and restrained shrinkage, water capillarity absorption and apparent specific gravity. It has been found that the addition of fibers increased the time to onset of cracking over 200.00% and a 25% reduction in cracks opening in the restrained shrinkage test. The capillary absorption reduced about 25% when compared to fiber-free composites. It was also observed with regard to flexural strength, compressive strength and specific gravity, that the addiction of fibers did not affect the composite performance presenting similar results for compounds with and without fibers. In general it can be stated that the reinforced composite fibers of palm licuri presents physical and mechanical characteristics which enable them to be used in the intended proposals of this research
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Among the industries, those that produce ceramic porcelain for use in construction industry and oil, during the exploration and production period, play an important role in the production of waste. Much research has been carried out both by academia and the productive sector, sometimes reintroducing them in the same production line that generated them, sometimes in areas unrelated to their generation, as in the production of concrete and mortar for the construction, for example, but each one in an isolated way. In this research, the aim is to study the combined incorporation of the waste drill cuttings of oil well and the residue of the polishing of porcelain, generated in the final stage of finishing of this product in a clay matrix, for the production of red pottery, specifically bricks, ceramic blocks and tiles. The clay comes from the municipality of São Gonçalo, RN, the drilling waste is from the Natal basin, in Rio Grande do Norte, and the residue of the polishing proceeds from a ceramic porcelain of the State of Paraíba. For this purpose, we used a mixture of a plastic clay with a non-plastic, in a ratio of 50% each, settling formulations with the addition of these two residues in this clay matrix. In the formulations, both residues were incorporated with a minimum percentage of 2.5% and maximum of 12.5%, varying from 2.5% each, in each formulation, which the sum of the waste be no more than 15%. It should be noted that the residue of the polishing of ceramic porcelain is a IIa class (not inert). The materials were characterized by XRF, XRD, TG, DTA, laser granulometry and the plasticity index. The technological properties of water absorption, apparent porosity, linear shrinkage of burning, flexural tensile strength and bulk density were evaluated after the sintering of the pieces to 850 °C, 950 °C and 1050 °C, with a burning time of 3 hr, 3 hr and 30 minutes, and 3 hr and 50 minutes, respectively, with a heating rate of 10 °C/minute, for all formulations and landing of 30 minutes. To better understand the influence of each residue and temperature on the evaluated properties, we used the factorial planning and its surfaces of response for the interpretation of the results. It was found that the temperature has no statistical significance at a 95% of reliability level in flexural tensile strength and that it decreases the water absorption and the porosity, but increases the shrinkage and the bulk density. The results showed the feasibility of the desired incorporation, but adjusting the temperature to each product and formulation, and that the temperatures of 850 °C and 950 °C were the one that responded to the largest number of formulations
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Researches have shown that the introduction of rubber in concrete improves the features of its deformability, as well as contributes to environmental disposal of waste generated in the tire retreading process. Furthermore, there is a high availability of limestone within RN and CE country. Ignorance about this stone, does not allow its wide use as aggregate, leaving, this abundant supply idle. A composite of limestone gravel, with proportions of tire rubber waste which could be used as concrete would be an alternative to concrete for low applications. Therefore, this research aims to evaluate the characteristics of concrete containing limestone gravel and proportions of little aggregate replacement (sand) by tire rubber waste. To this goal, the material components of the concrete were characterized, concrete specimens with limestone gravel were made, from the dash 1.0: 2.5: 3.5, varying the water/cement ratio, and inserting a commercial plasticizer, without a proportion of residue, known as reference. From this, concrete with and without the presence of the additive in the same proportions were chosen, as well as these with the use of granite gravel, for being the most used. Selected the references, to these, replacements of little aggregate (sand) were added replaced by rubber waste from the tire retreading process, treated with 1M NaOH in proportions from 5.0 to 20.0 % by mass, cured and exposed to the semiarid environment. The results indicate the possibility of using limestone gravel in the concrete composition with workability correction using plasticizer. There was a decrease in the mechanical properties of the concrete with increments of waste rubber, but there is an improvement in toughness and deformability of the composite, which makes it interesting for the construction of non-structural concrete floors, as well as, the rubber waste delayed the hardening process, continuing to gain resistance after 28 days
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This thesis has as objective presents a methodology to evaluate the behavior of the corrosion inhibitors sodium nitrite, sodium dichromate and sodium molybdate, as well as your mixture, the corrosion process for the built-in steel in the reinforced concrete, through different techniques electrochemical, as well as the mechanical properties of that concrete non conventional. The addition of the inhibitors was studied in the concrete in the proportions from 0.5 to 3.5 % regarding the cement mass, isolated or in the mixture, with concrete mixture proportions of 1.0:1.5:2.5 (cement, fine aggregate and coarse aggregate), superplasticizers 2.0 % and 0.40 water/cement ratio. In the modified concrete resistance rehearsals they were accomplished to the compression, consistence and the absorption of water, while to analyze the built-in steel in the concrete the rehearsals of polarization curves they were made. They were also execute, rehearsals of corrosion potential and polarization resistance with intention of diagnose the beginning of the corrosion of the armors inserted in body-of-proof submitted to an accelerated exhibition in immersion cycle and drying to the air. It was concluded, that among the studied inhibitors sodium nitrite , in the proportion of 2.0 % in relation to the mass of the cement, presented the best capacity of protection of the steel through all the studied techniques and that the methodology and the monitoring techniques used in this work, they were shown appropriate to evaluate the behavior and the efficiency of the inhibitors
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Deep bed filtration occurs in several industrial and environmental processes like water filtration and soil contamination. In petroleum industry, deep bed filtration occurs near to injection wells during water injection, causing injectivity reduction. It also takes place during well drilling, sand production control, produced water disposal in aquifers, etc. The particle capture in porous media can be caused by different physical mechanisms (size exclusion, electrical forces, bridging, gravity, etc). A statistical model for filtration in porous media is proposed and analytical solutions for suspended and retained particles are derived. The model, which incorporates particle retention probability, is compared with the classical deep bed filtration model allowing a physical interpretation of the filtration coefficients. Comparison of the obtained analytical solutions for the proposed model with the classical model solutions allows concluding that the larger the particle capture probability, the larger the discrepancy between the proposed and the classical models
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Today a major responsibility for the contamination of soil and groundwater and surface water are establishments known as gas stations of fuel which has attracted increasing attention from both the general population as the state agencies of environmental control due to leaks in storage tanks and mainly to disruption of pipe corrosion of tanks and pumping. Other services, like oil changes and car wash are also causes for concern in this type of establishment. These leaks can cause or waste produced, and the contamination of aquifers, serious health problems and public safety, since most of these stations located in urban areas. Based on this, the work was to evaluate soil contamination of a particular service station and fuel sales in the city of Natal, through the quantification of heavy metals like Cd, Cu, Cr, Ni, Pb, Zn of total organic carbon (TOC) and organic matter using different techniques such as optical emission spectrometry with inductively coupled plasma source (ICP OES), Total Organic Carbon analyzer and gravimetric analysis respectively. And also to characterize the soil through particle size analysis. Samples were taken in 21 georeferenced points and collected in the same period. The soils sampled in sampling stations P3, P5, P6, P10, P11, P12, P13, P14, P15, P17, P18 and P20 showed the smallest size fractions ranging from fine sand to medium sand. The other study sites ranged from fine sand to medium sand, except the point P8 showed that only the type size medium sand and P19, indicating a particle size of the coarse type. The small correlation of organic matter with the elements studied in this work suggests that these are not of anthropogenic origin but geochemical support
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Knowledge of the native prokaryotes in hazardous locations favors the application of biotechnology for bioremediation. Independent strategies for cultivation and metagenomics contribute to further microbiological knowledge, enabling studies with non-cultivable about the "native microbiological status and its potential role in bioremediation, for example, of polycyclic aromatic hydrocarbons (HPA's). Considering the biome mangrove interface fragile and critical bordering the ocean, this study characterizes the native microbiota mangrove potential biodegradability of HPA's using a biomarker for molecular detection and assessment of bacterial diversity by PCR in areas under the influence of oil companies in the Basin Petroleum Geology Potiguar (BPP). We chose PcaF, a metabolic enzyme, to be the molecular biomarker in a PCR-DGGE detection of prokaryotes that degrade HPA s. The PCR-DGGE fingerprints obtained from Paracuru-CE, Fortim-CE and Areia Branca-RN samples revealed the occurrence of fluctuations of microbial communities according to the sampling periods and in response to the impact of oil. In the analysis of microbial communities interference of the oil industry, in Areia Branca-RN and Paracuru-CE was observed that oil is a determinant of microbial diversity. Fortim-CE probably has no direct influence with the oil activity. In order to obtain data for better understanding the transport and biodegradation of HPA's, there were conducted in silico studies with modeling and simulation from obtaining 3-D models of proteins involved in the degradation of phenanthrene in the transport of HPA's and also getting the 3-D model of the enzyme PcaF used as molecular marker in this study. Were realized docking studies with substrates and products to a better understanding about the transport mechanism and catalysis of HPA s
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Fundação de Amparo à Pesquisa do Estado de São Paulo (FAPESP)
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O crescimento de Senna obtusifolia foi estudado sob condições de casa-de-vegetação, num delineamento inteiramente casualizado com 4 repetições . As plantas cresceram em vasos de 6 litros preenchidos com areia e irrigados com solução completa de Hoaglan d, duas vezes por dia. O crescimento das plantas foi avaliado a partir de 21 até 161 dias após a emergência, em intervalos de 14 dias. Os resultados evidenciaram que as plantas de S. obtusifolia acumularam o máximo de matéria seca aos 147 dias após à emergência (D.A.E.) com um período de maior intensidade de crescimento compreendido entre 21 e 63 D.A. E. A partir da emergência até 63 dias, o maior acúmulo de maté ria seca foi verificado nas raízes, após esta data até o final do ciclo do fedegoso, maior proporção foi alocada nos caules. Aos 63 D.A. E. todas as plantas tinham florescido. A taxa de crescimento relativo decresceu rapidamente até 63 dias, mantendo-se baixa e constante até o final do período experimental. Este parâmetro de crescimento foi fortemente influenciado pela tal, a qual foi constante após 91 dias, provavelmente devido ao auto -sombreamento da planta . A área foliar cresceu amplamente até os 35 dias, tornando-se estável a partir dos 119 dias após a emergência das plantas. Considerando-se um período correspondente a dois terços do ciclo médio de cultura s anuais, de dez semanas, S. obtusif olia quando comparada a outras espécies daninhas, apresenta taxas de crescimento inicial menores, o que pode caracterizá-la como uma planta infestante tardia.
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O objetivo deste trabalho foi avaliar os efeitos da adubação fosfatada nas relações de interferência inicial entre plantas de milho e de tiririca. Para isso, foi montado um experimento em vasos de 90 L, preenchidos com substrato constituído por areia, terra e substrato Plantmax®. Os tratamentos constaram de combinações de colonização dos vasos por milho e/ou por tiririca nas densidades iniciais de 25 e 50 tubérculos por vaso; essas situações de colonização foram estabelecidas em três condições de adubação fosfatada adicional: 0, 100 e 300 ppm de fósforo. No campo, os vasos foram dispostos no delineamento inteiramente casualizado, com quatro repetições. As relações de interferência entre plantas de milho e de tiririca foram alteradas pela fertilização fosfatada do solo. O milho teve excelente aproveitamento do enriquecimento do solo pelo fósforo e interferiu mais decisivamente sobre a tiririca nos vasos bem fertilizados com esse elemento. Nessas condições, o milho reduziu drasticamente a resposta da tiririca à fertilização fosfatada, em termos de crescimento da parte aérea. A interferência da tiririca reduziu a altura das plantas de milho, a expansão da área foliar e o acúmulo de matéria seca na parte aérea.
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Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)
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This study aimed to evaluate the effects of salinity in the growth and nitrogen fixation in leucaena. Plants were cultivated in Leonard pots containing clean and sterilized sand. The treatments were distributed in a completely randomized design, in a 3x3 factorial, with five replicates. The first factor corresponded to no inoculation and inoculation with Bradyrhizobium sp SEMIA 6070 and SEMIA 6153 strains. The second factor corresponded to NaCl concentrations: 0, 25 and 50 mol m(-3). Were analyzed the height and dry matter accumulation, the number of nodules and nitrogen in plants. The inoculation of plants with the strain SEMIA 6070 provided higher growth and greater nitrogen accumulation in plants thar were not subject to salinity. Nodulation was not affected by salinity. Inoculation with SEMIA 6153 strain provided greater tolerance to salinity.
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Este trabalho teve por objetivos descrever a morfologia dos diásporos, as fases da germinação e determinar o substrato mais adequado para o crescimento inicial de plântulas de pupunha. Periodicamente, unidades representativas de cada fase de germinação foram retiradas para a descrição da seqüência dos eventos morfológicos. Os substratos usados para o crescimento inicial foram Plantmax HT, areia, terra (latossolo roxo) e outro com proporções iguais de terra, areia e esterco (TAE). Avaliou-se o crescimento inicial das plântulas aos 101 dias após o transplante, com base na sua altura, número de folhas, comprimento e largura das folhas. Observou-se que as sementes são albuminosas, com endosperma oleaginoso e de consistência relativamente dura. O embrião é lateral, periférico e relativamente indiferenciado, de forma cônica. A germinação inicia-se com o desenvolvimento de uma massa de células indiferenciadas na depressão micropilar. Posteriormente, esta massa de células torna-se cilíndrica, com a diferenciação dos primórdios caulinar e radicular. O primórdio caulinar é constituído por três bainhas envolvendo a primeira folha. Estas se abrem sucessivamente, permitindo a emergência da folha primária. Entre os substratos testados, de acordo com os parâmetros avaliados, os mais adequados para crescimento inicial de mudas de Bactris gasipaes Kunth foram o TAE e o Plantmax.
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O crescimento de H. suaveolens foi estudado em casa de vegetação, no delineamento experimental inteiramente casualizado, com quatro repetições. As plantas cresceram em vasos com capacidade de cinco litros, preenchidos com areia e irrigados com solução nutritiva, diariamente. Os atributos de crescimento das plantas foram avaliados dos 20 até os 160 dias após a emergência (DAE) da planta daninha, em intervalos regulares de 14 dias. A planta atingiu o máximo estimado de biomassa seca acumulada aos 145 DAE. A partir da emergência, até 104 dias, as folhas apresentaram maior participação no acúmulo de biomassa seca total da planta; posteriormente, os caules passaram a deter maior proporção dessa característica. A taxa de assimilação líquida foi crescente do início do ciclo até a época estimada de 71 DAE, decrescendo a seguir, provavelmente devido ao auto-sombreamento das folhas. A análise do crescimento indicou que H. suaveolens pode apresentar alta capacidade competitiva, podendo ser considerada planta infestante de crescimento tardio, quando presente nas culturas anuais de verão.
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Rottboelia exaltata é considerada uma das 12 piores espécies daninhas que infestam a cultura da cana-de-açúcar, pois geralmente não permite o fechamento das entrelinhas da cana quando se encontra em densidades maiores que 10 plantas por m². Com o objetivo de estudar a produção de massa seca, a distribuição e o acúmulo de macronutrientes em plantas de capim-camalote, foi conduzido o presente trabalho em condições de casa de vegetação. As plantas foram cultivadas em vasos preenchidos com areia de rio lavada e peneirada, sendo irrigadas diariamente com solução nutritiva completa de Hoagland & Arnon a 50% da concentração original. A primeira avaliação foi realizada aos 21 dias após a emergência (DAE), e as seguintes, em intervalos de 14 dias. Foi determinada a biomassa seca das diferentes partes da planta. O material foi moído e analisado quanto aos teores de macronutrientes. Os resultados indicaram que a planta apresentou crescimento durante toda a fase experimental. O maior acúmulo ocorreu aos 133 DAE, quando a planta acumulou 87,18 gramas de massa seca. Aos 133 DAE, cerca de 34,60% da biomassa seca estava alocada nas raízes, 40,29% nos colmos + bainhas, 15,13% nas folhas e 8,35% nas inflorescências. O acúmulo total dos macronutrientes foi crescente ao longo do ciclo de desenvolvimento da planta. Até 77 DAE, uma planta de capim-camalote acumula 7,14 gramas de massa seca; 132,2 mg de K; 81,5 mg de N; 32,3 mg de Ca; 18,8 mg de P; 18,6 mg de Mg; e 10,1 mg de S.