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Relationship between Degree of Deformation in Quartz and Silica Dissolution for the Development of Alkali-Silica Reaction in Concrete.
Tiecher, Francieli; Gomes, Marcia E B; Dal Molin, Denise C C; Hasparyk, Nicole P; Monteiro, Paulo J M.
Afiliação
  • Tiecher F; Polytechnic School of Civil Engineering, IMED, Passo Fundo 99070-220, Brazil. francieli.bonsembiante@imed.edu.br.
  • Gomes MEB; Department of Geology, Universidade Federal do Rio Grande do Sul, Porto Alegre 91501-970, Brazil. marcia.boscato@ufrgs.br.
  • Dal Molin DCC; Department of Civil Engineering, Universidade Federal do Rio Grande do Sul, Porto Alegre 90010-281, Brazil. dmolin@ufrgs.br.
  • Hasparyk NP; Department of Services and Technological Innovation of FURNAS Centrais Elétricas S. A., Goiânia 74984-670, Brazil. nicolepha@gmail.com.
  • Monteiro PJM; Department of Civil and Environmental Engineering, University of California, Berkeley, CA 94720, USA. monteiro@berkeley.edu.
Materials (Basel) ; 10(9)2017 Sep 04.
Article em En | MEDLINE | ID: mdl-28869559
This paper presents research on the influence of quartz deformation in aggregates for the development of the alkali-silica reaction in concrete and its relationship with silica dissolution. The study also compares these characteristics with the field behavior of such rocks in concrete. The paper proposes parameters to classify the different degrees of deformation of quartz. Transmission electron microscopy showed the presence of walls even in slightly deformed quartz, which indicate the presence of the internal paths available to react with the alkaline concrete pore solutions and point to the potential development of an alkali-silica reaction. The presence of the deformation bands in the quartz grains leads to the alkali aggregate reaction occurring more rapidly. The visible spectrophotometer test was performed to evaluate the dissolution potential of the different samples of deformed quartz, which confirmed that the reactivity of the quartz increases as the deformation of the crystalline structure increases. The parameters established in the present study could be verified by analyzing the behavior of reactive and innocuous aggregates from the buildings.
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Texto completo: 1 Coleções: 01-internacional Base de dados: MEDLINE Idioma: En Revista: Materials (Basel) Ano de publicação: 2017 Tipo de documento: Article País de afiliação: Brasil País de publicação: Suíça

Texto completo: 1 Coleções: 01-internacional Base de dados: MEDLINE Idioma: En Revista: Materials (Basel) Ano de publicação: 2017 Tipo de documento: Article País de afiliação: Brasil País de publicação: Suíça