dc.creatorSilva, João Ricardo Pereira da
dc.date.accessioned2016-09-23
dc.date.accessioned2022-09-21T19:22:15Z
dc.date.accessioned2023-03-13T18:49:31Z
dc.date.available2016-09-23
dc.date.available2022-09-21T19:22:15Z
dc.date.available2023-03-13T18:49:31Z
dc.date.created2016-09-23
dc.date.created2022-09-21T19:22:15Z
dc.date.issued2015-11-25
dc.identifierSILVA, João Ricardo Pereira da. Reação álcali-agregado: influência da granulometria do agregado. 2015. 118 f. Dissertação (Mestrado em Engenharia Civil) - Universidade Católica de Pernambuco, Recife, 2015.
dc.identifierhttps://hdl.handle.net/20.500.12032/39889
dc.identifier.urihttps://repositorioslatinoamericanos.uchile.cl/handle/2250/6139707
dc.description.abstractModeling studies the RAA expansion are generally limited by the difficulty due to the heterogeneity and reactive aggregate size range. This work aims to study the issue and help in developing models to predict the potential for expansion of mortar and concrete containing reactive aggregates. The paper presents measurements to provide experimental data on the effect of aggregate size expanding mortar bars. The results show that expansion was measured on mortars relating the standard from 2.4 to 0.15 mm fraction with the individual fractions 2.4; 1.2; 0.6; 0.3; 0.15 mm, where 0.3 mm fraction showed the highest growth and the lowest was the fraction 0.15 mm. You can observe the interference of particle sizes. The effect size of reactive aggregates is evaluated and the consequences of accelerated laboratory tests are discussed.
dc.publisherUniversidade Católica de Pernambuco
dc.rightsAcesso Aberto
dc.subjectagregados (materiais de construção)
dc.subjectargamassa
dc.subjectreação álcalis-agregado
dc.subjectconstrução civil
dc.subjectdissertações
dc.subjectaggregates (construction materials)
dc.subjectmortar
dc.subjectalkali-aggregate reaction
dc.subjectconstruction
dc.subjectdissertations
dc.titleReação álcali-agregado: influência da granulometria do agregado
dc.typeDissertação


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