Retração total e penetração de cloretos de concretos compostos com cinza de CCA de diferentes teores de carbono grafítico

• Ano de defesa: 2012
• Autor(a) principal: Silva, Monique Pafiadache da
• Tipo de documento: Dissertação
• Tipo de acesso: Acesso aberto
• Idioma: por
• Instituição de defesa: Universidade Federal de Santa Maria; BR; Engenharia Civil; UFSM; Programa de Pós-Graduação em Engenharia Civil
• Palavras-chave em Português: Concreto; Retração; Cca; Sílica ativa; Cura e cloretos; Concrete; Shrinkage; Rice husk ash; Silica fume; Curing; Chlorides; CNPQ::ENGENHARIAS::ENGENHARIA CIVIL
• Link de acesso: http://repositorio.ufsm.br/handle/1/7791

The use of agro-industrial by-products with pozzolanic properties has become an alternative in the cement industry because of the increasing consumption of cement, aiming at the rational use and sustainability of the mines that produce raw materials for the production of clinker and longer life of concrete structures. This research investigates the influence of the curing period and of the use of rice husk ash with different contents of graphitic carbon on the compressive strength, total shrinkage and chloride penetration of concretes with high early age strength cement. The levels of replacement of Portland cement adopted were 0%, 5%, 10%, 20% and 30%, the water/binder ratios of 0.35, 0.50 e 0.65 and the wet curing periods of 3 and 7 days. A mixture containing 10% of silica fume to replace Portland cement was used as benchmark. Compressive strength was obtained by a compressive test using cylindrical specimens (Ø 100 mm x 200 mm) according to NBR 5738 and 5739 standards for the ages of 28 and 91 days. The determination of shrinkage was made according to the recommendations of ASTM C-157 (ASTM, 2006) and ASTM C-490 (ASTM, 2004) in test specimens with 100 mm x 100 mm x 285 mm evaluated at the ages of 7, 14, 21, 28, 35, 56, 91 and 182 days. Before being immersed in saline, the test specimens were dried for 91 days. Based on the findings, it has been found, for all mixtures investigated, that the increase in the wet cure period led to higher compressive strength values, lower shrinkage values and reduced chloride penetration for the investigated mixtures. The opposite behavior was observed with the increase of w/b ratio. The mixtures containing rice husk ash of lower contents of graphitic carbon (light-colored) showed the highest values of compressive strength. However, analysis at equal content of replacement shows that this behavior varies according to the a/agl ratio, age at test and curing period, not indicating a general tendency. This behavior is also valid for analysis of mixtures with rice husk ash and silica fume. In the test of shrinkage and chloride penetration following shrinkage, the mixtures of rice husk ash of lower contents of graphitic carbon have shown, in general, better performance, with lower shrinkage values and reduced chloride penetration.