981 resultados para Standard penetration test
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Com o presente trabalho avaliou-se o uso de dose reduzida da vacina produzida com a amostra 19 de Brucella abortus, em rebanho adulto negativo para a enfermidade, por meio de técnicas de diagnóstico sorológico preconizadas pelo Programa Nacional de Controle e Erradicação da Brucelose e Tuberculose Animal e por um ensaio indireto de imunoadsorção enzimática (ELISA ID). A prova de fixação de complemento detectou 46,77% de positivos, o antígeno acidificado tamponado 67,74%, o 2-mercaptoetanol com soroaglutinação lenta 87,09% e o ELISA ID 100%. A dose reduzida interferiu no diagnóstico sorológico. Nenhuma das técnicas apresentou especificidade adequada para uso em rebanho nestas condições, até 3 meses após a vacinação.
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O presente trabalho teve o objetivo de avaliar o efeito do tratamento fungicida durante e após a armazenagem, na qualidade fisiológica de sementes de soja. Utilizaram-se sementes da cultivar BR-16, produzidas na safra de 1999/2000 e armazenadas em Marechal Cândido Rondon - PR. Para o tratamento utilizou-se a mistura de carbendazin + thiram, na dosage de 30 e 70g de i.a./100kg de semente, respectivamente. Realizou-se o tratamento de amostras mensalmente, de maio a dezembro de 2000, sendo as sementes analisadas imediatamente após o procedimento. Sementes sem tratamento representaram a testemunha. As amostras tratadas e armazenadas foram analisadas e comparadas com as tratadas e analisadas imediatamente antes da semeadura (dezembro de 2000). A qualidade das sementes foi avaliada através dos testes de germinação, de tetrazólio para vigor e viabilidade e emergência em campo. O delineamento experimental foi inteiramente casualizado, com quatro repetições por tratamento para cada teste. Realizou-se a comparação das médias através do teste de Tukey a 5% de probabilidade. O teste de germinação e o de tetrazólio não evidenciaram efeito negativo do tratamento fungicida anterior ao período de armazenagem sobre a qualidade das sementes. As sementes tratadas e não apresentaram decréscimo de viabilidade e de vigor, atingindo valores de germinação inferiores a 75%, em dezembro de 2000. Na emergência em campo, constatou-se que as sementes mantidas tratadas por mais de quatro meses apresentaram desempenho inferior comparativamente às tratadas nas demais épocas.
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O teste de condutividade elétrica tem sido excelente ferramenta para avaliar a qualidade de sementes de diversas espécies e, mais recentemente, estudos têm sido conduzidos visando verificar sua aplicabilidade em sementes florestais. Assim este trabalho objetivou estabelecer metodologia específica do teste de condutividade elétrica para sementes de branquilho. Foram usados três lotes de sementes resultantes do armazenamento em embalagens de vidro (Lote I), pano (Lote II) e papel (Lote III), em câmara fria (10ºC e 60% UR), por cinco meses, os quais foram submetidos ao teste de germinação, avaliando-se a porcentagem e o índice de velocidade de germinação. No teste de condutividade elétrica foram estudadas três quantidades de sementes por repetição (25, 50 e 75 sementes), três volumes de água deionizada (50, 75 e 100mL) e 11 tempos de embebição das sementes (2, 4, 6, 12, 18, 24, 30, 36, 42, 48 e 72h), a 25ºC. O lote I apresentou maior porcentagem e velocidade de germinação. O teste de condutividade elétrica possibilitou a mesma discriminação dos lotes que o teste de germinação, em combinações variadas dos fatores estudados. Foi possível separar o lote de melhor qualidade fisiológica (Lote I) dos demais lotes, já a partir de 2 horas de embebição, utilizando-se amostras de 75 sementes embebidas em 50, 75 ou 100mL de água; ou amostras de 50 sementes embebidas em 50mL de água, a partir de 18 horas de embebição. Desta forma, pode-se recomendar o uso de 75 sementes, embebidas em 75mL de água, por 24 horas à temperatura de 25ºC, para a condução do teste de condutividade elétrica.
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A ocorrência de sementes duras em quiabeiro (Abelmoschus esculentus (L.) Moench) foi estudada em função da colheita única dos frutos na senescência das plantas ou da colheita periódica dos frutos no estádio de maturação morfológica. As cultivares utilizadas foram Amarelinho, Santa Cruz-47 e Campinas-2 IAC 4076 e os frutos foram separados em aqueles provenientes da haste principal e os oriundos dos ramos laterais. A porcentagem de sementes duras foi avaliada por meio do teste padrão de germinação e os dados obtidos permitiram verificar que o método de colheita única aumentou a ocorrência de sementes duras e, pelo fato de Amarelinho não apresentar essa característica, esse método pode ser utilizado para a mesma, com redução nos custos de produção de sementes sem afetar sua qualidade.
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CONTEXT: Epidemiological studies have demonstrated higher frequencies of the O blood group and the non-secretor phenotype of ABH antigens among patients suffering from peptic ulcers. Since Helicobacter pylori has been established as the main etiological factor in this disease, controversies about the associations of the ABO and Lewis blood group phenotypes and secretor and non-secretor phenotypes in relation to susceptibility towards infection by this bacillus have been presented. OBJECTIVE: To verify the frequencies of ABO, Lewis blood group phenotypes, secretor and non-secretor phenotypes in patients infected or uninfected by H. pylori. DESIGN: Cross-sectional study. SETTING: Outpatient clinic. PARTICIPANTS: One hundred and twenty patients with dyspeptic symptoms who underwent endoscopy. MAIN MEASUREMENTS: ABO and Lewis blood group phenotypes were determined by a standard hemagglutination test and the secretor and non-secretor phenotypes were evaluated by saliva samples using the inhibitor hemagglutination test. RESULTS: The diagnosis of infection, made via breath and urea tests and confirmed using polymerase chain reaction (PCR) in gastric biopsy fragments, showed the presence of H. pylori in 61.7% of the patients and absence in 38.3%. The differences between the frequencies of the ABO blood group phenotypes among infected (A 27.0%; B 12.2%; AB 4.0% and O 56.8%) and uninfected patients (A 58.7%; B 13.0%; AB 4.3% and O 24.0%) were significant. The Lewis blood type, secretor and non-secretor phenotypes showed homogeneous distribution between the groups of patients analyzed. CONCLUSIONS: Our results suggest that the infection of H. pylori can be related to ABO blood groups but not to the Lewis blood group nor to secretor and non-secretor phenotypes. Copyright©2002, Associação Paulista de Medicina.
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This study investigated the effect of assisted nutritional support on the outcome and time of hospitalization (TH) of dogs and cats. The study compared two groups of 400 hospitalized animals. The animals in group 1 did not receive assisted nutritional support because they were hospitalized before the clinical nutrition service was implemented; animals in group 2 were nutritionally managed. Animals in group 1 received a low-cost diet with no consumption control. Group 2 animals had their maintenance energy requirement (MER) calculated, received a high-protein and high-energy super-premium diet, had their caloric intake (CI) monitored, and received enteral and parenteral nutritional support when necessary. The statistical analysis of the results included the standard T test (group 1 versus group 2) and chisquare and Spearman's correlation to evaluate group 2 (CI and outcome, body condition score (BCS) and outcome, BCS and CI). For group 2, favorable outcome (FO), defined as the percent responding to therapy and dis-charged from the hospital, was 83%, and the TH was 8.59 days. These values were lower (P < .001) for group 1 (63.2% FO and TH of 5.7 days). For group 2, 65.5% of the animals received voluntary consumption (93.1% outcome), 14.5% received enterai support (67.9% FO), 6.5% received parenteral support (68% FO), and 6.17% did not eat (38.5% FO), demonstrating an association between the type of nutritional support and outcome (P < .01). Group 2 animals that received 0% to 33% of their MER had 62.9% FO, and those receiving more than 67% had 94.3% FO, which shows that lower mortality rates are associated with higher CI (P < .001). TH was higher for animals with higher CI (P < .001). The BCS did not correlate with Cl (P > .05) but did correlate with outcome (P < .01). FO was 68.7% for animals with low BCS, 85.7% for animals with ideal BCS, and 86.6% for overweight animals. Nutritional support could allow for longer therapies, thus increasing the TH and FO rate.
Root volume and dry matter of peanut plants as a function of soil bulk density and soil water stress
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Soil compaction may be defined as the pressing of soil to make it denser. Soil compaction makes the soil denser, decreases permeability of gas and water exchange as well as alterations in thermal relations, and increases mechanical strength of the soil. Compacted soil can restrict normal root development. Simulations of the root restricting layers in a greenhouse are necessary to develop a mechanism to alleviate soil compaction problems in these soils. The selection of three distinct bulk densities based on the standard proctor test is also an important factor to determine which bulk density restricts the root layer. This experiment aimed to assess peanut (Arachis hypogea) root volume and root dry matter as a function of bulk density and water stress. Three levels of soil density (1.2, 1.4, and 1.6g cm-3), and two levels of the soil water content (70 and 90% of field capacity) were used. Treatments were arranged as completely randomized design, with four replications in a 3×2 factorial scheme. The result showed that peanut yield generally responded favorably to subsurface compaction in the presence of high mechanical impedance. This clearly indicates the ability of this root to penetrate the hardpan with less stress. Root volume was not affected by increase in soil bulk density and this mechanical impedance increased root volume when roots penetrated the barrier with less energy. Root growth below the compacted layer (hardpan), was impaired by the imposed barrier. This stress made it impossible for roots to grow well even in the presence of optimum soil water content. Generally soil water content of 70% field capacity (P<0.0001) enhanced greater root proliferation. Nonetheless, soil water content of 90% field capacity in some occasions proved better for root growth. Some of the discrepancies observed were that mechanical impedance is not a good indicator for measuring root growth restriction in greenhouse. Future research can be done using more levels of water to determine the lowest soil water level, which can inhibit plant growth.
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Pós-graduação em Medicina Veterinária - FMVZ
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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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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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A major aspect in geosynthetics creep analysis is the load level applied to the specimen, usually referred as a percentage of the geosynthetic ultimate tensile strength (UTS). Since both tensile and creep standard tests are performed with in-isolation specimens, they may not reproduce the possibly significant effect of soil-geosynthetic interaction. A new creep testing machine was recently developed and successfully addressed this concern. However, further developments allowed tensile tests to be performed in the same conditions used in nonconventional creep ones. This paper presents the results of nonconventional tensile tests performed with a woven biaxial polyester geogrid. They were used to define its UTS in the same conditions employed in creep tests performed with the new equipment. Despite changes in tensile curves shapes were found, the UTS from confined, accelerated and confined-accelerated tensile tests were quite similar to those obtained with standard tensile test procedure.
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In this work, the author looks forward to develop a new method capable of incorporate the concepts of the Reliability Theory and Ruin Probability in Deep Foundations, in order to do a better quantification of the uncertainties, which is intrinsic in all geotechnical projects, meanly because we don't know all the properties of the materials that we work with. Using the methodologies of Decourt Quaresma and David Cabral, resistance surfaces have been developed utilizing the data achieved from the Standard Penetration Tests performed in the field of study, in conjecture with the loads defined in the executive project of the piles. The construction of resistance surfaces shows to be a very useful tool for decision making, no matter in which phase it is current on, projecting or execution. The surfaces were developed by Kriging (using the software Surfer® 12), making it easier to visualize the geotechnical profile of the field of study. Comparing the results, the conclusion was that a high safety factor doesn't mean higher security. It is fundamental to consider the loads and resistance of the piles in the whole field, carefully choosing the project methodology responsible to define the diameter and length of the piles
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In this work, the author looks forward to develop a new method capable of incorporate the concepts of the Reliability Theory and Ruin Probability in Deep Foundations, in order to do a better quantification of the uncertainties, which is intrinsic in all geotechnical projects, meanly because we don't know all the properties of the materials that we work with. Using the methodologies of Decourt Quaresma and David Cabral, resistance surfaces have been developed utilizing the data achieved from the Standard Penetration Tests performed in the field of study, in conjecture with the loads defined in the executive project of the piles. The construction of resistance surfaces shows to be a very useful tool for decision making, no matter in which phase it is current on, projecting or execution. The surfaces were developed by Kriging (using the software Surfer® 12), making it easier to visualize the geotechnical profile of the field of study. Comparing the results, the conclusion was that a high safety factor doesn't mean higher security. It is fundamental to consider the loads and resistance of the piles in the whole field, carefully choosing the project methodology responsible to define the diameter and length of the piles