5 resultados para ren slump

em Universidade do Minho


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The eco-efficient, self-compacting concrete (SCC) production, containing low levels of cement in its formulation, shall contribute for the constructions' sustainability due to the decrease in Portland cement use, to the use of industrial residue, for beyond the minimization of the energy needed for its placement and compaction. In this context, the present paper intends to assess the viability of SCC production with low cement levels by determining the fresh and hardened properties of concrete containing high levels of fly ash (FA) and also metakaolin (MK). Hence, 6 different concrete formulations were produced and tested: two reference concretes made with 300 and 500 kg/m3 of cement; the others were produced in order to evaluate the effects of high replacement levels of cement. Cement replacement by FA of 60% and by 50% of FA plus 20% of MK were tested and the addition of hydrated lime in these two types of concrete were also studied. To evaluate the self-compacting ability slump flow test, T500, J-ring, V-funnel and L-box were performed. In the hardened state the compressive strength at 3, 7, 14, 21, 28 and 90 days of age was determined. The results showed that it is possible to produce low cement content SCC by replacing high levels of cement by mineral additions, meeting the rheological requirements for self-compacting, with moderate resistances from 25 to 30 MPa after 28 days.

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Os concretos com reduzidos teores de cimento têm sido foco de crescentes estudos em virtude do seu potencial quanto a sustentabilidade das construções. Mais recentemente o estudo ascendeu aos concretos autoadensáveis com reduzidos teores de cimento. Entretanto, há uma preocupação quanto ao ganho de resistência nas primeiras idades desses concretos devido ao baixo teor de cimento e o elevado teor de adições minerais que conhecidamente proporcionam melhorias nas resistências a longas idades, notadamente acima de 90 dias. O presente trabalho tem o objetivo de avaliar o ganho de resistência e a hidratação de concretos autoadensáveis com reduzidos teores de cimento e elevados teores de cinza volante e metacaulim, com e sem adição de hidróxido de cálcio. Para tanto, os concretos foram submetidos a cura por imersão em água a temperatura de 20±2ºC durante 3, 7, 14, 21, 28, 91 e 360 dias e também cura em água aquecida a 40ºC por 3 dias acrescidos de mais 3 dias a 60ºC e um dia de resfriamento dentro do banho térmico até a temperatura ambiente. Foram realizados ensaios de slump flow, L-box, V-test e J-ring para caracterização do CAA no estado fresco. No estado endurecido foram realizados ensaios de resistência à compressão a idades de 3, 7, 14, 28, 90 e 360 dias, absorção por capilaridade, difração de raios X e MEV. Os resultados demonstram a aptidão em desenvolver CAA com reduzidos teores de cimento devido a excelente capacidade das cinzas volantes e metacaulim em trabalharem como agentes viscosificadores dos concretos autoadensáveis. Verifica-se que é possível produzir CAA com consumos de cimento entre 150 e 200 kg/m3 que atinjam resistências aos 28 dias entre 25 e 40 MPa e entre 45 e 70 MPa, para cura úmida e térmica respectivamente. A partir do ensaios de MEV e DRX é possível inferir que o ganho de resistência obtido pelos CAA com cura térmica é devido a aceleração das reações pozolânicas e da estrutura interna mais densa dos concretos submetidos a cura térmica.

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Buruli Ulcer (BU) is a neglected infectious disease caused by Mycobacterium ulcerans that is responsible for severe necrotizing cutaneous lesions that may be associated with bone involvement. Clinical presentations of BU lesions are classically classified as papules, nodules, plaques and edematous infiltration, ulcer or osteomyelitis. Within these different clinical forms, lesions can be further classified as severe forms based on focality (multiple lesions), lesions' size (>15 cm diameter) or WHO Category (WHO Category 3 lesions). There are studies reporting an association between delay in seeking medical care and the development of ulcerative forms of BU or osteomyelitis, but the effect of time-delay on the emergence of lesions classified as severe has not been addressed. To address both issues, and in a cohort of laboratory-confirmed BU cases, 476 patients from a medical center in Allada, Benin, were studied. In this laboratory-confirmed cohort, we validated previous observations, demonstrating that time-delay is statistically related to the clinical form of BU. Indeed, for non-ulcerated forms (nodule, edema, and plaque) the median time-delay was 32.5 days (IQR 30.0-67.5), while for ulcerated forms it was 60 days (IQR 20.0-120.0) (p = 0.009), and for bone lesions, 365 days (IQR 228.0-548.0). On the other hand, we show here that time-delay is not associated with the more severe phenotypes of BU, such as multi-focal lesions (median 90 days; IQR 56-217.5; p = 0.09), larger lesions (diameter >15 cm) (median 60 days; IQR 30-120; p = 0.92) or category 3 WHO classification (median 60 days; IQR 30-150; p = 0.20), when compared with unifocal (median 60 days; IQR 30-90), small lesions (diameter =15 cm) (median 60 days; IQR 30-90), or WHO category 1+2 lesions (median 60 days; IQR 30-90), respectively. Our results demonstrate that after an initial period of progression towards ulceration or bone involvement, BU lesions become stable regarding size and focal/multi-focal progression. Therefore, in future studies on BU epidemiology, severe clinical forms should be systematically considered as distinct phenotypes of the same disease and thus subjected to specific risk factor investigation.

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Dissertação de mestrado integrado em Engenharia Civil

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Dissertação de mestrado em Estudos Interculturais Português/Chinês: Tradução, Formação e Comunicação Empresarial