Potential reactivity of granitic rocks. Petrographic characterization vs accelerated expansion tests

  • Violeta Ramos Institute of Earth Sciences (ICT)
  • I. Fernandes ICT, Institute of Earth Sciences, University of Porto, Porto, Portugal
  • S. Sousa Silva LNEC, National Laboratory for Civil Engineering, Lisbon, Portugal
  • D. Soares LNEC, National Laboratory for Civil Engineering, Lisbon, Portugal
  • F. Noronha ICT, Institute of Earth Sciences, University of Porto, Porto, Portugal

Abstract

Several cases of alkali-silica reaction involving granitic aggregates have been diagnosed in damaged concrete structures in Portugal. Nonetheless, this kind of rock is usually regarded as slow/late reactive or even non-reactive to alkalis. Granitic rocks are widely exploited in Northern and Central Portugal, representing almost half of the produced aggregates in this country. Project IMPROVE rose from the need to accurately diagnose the potential reactivity of granites to alkalis. The study involved about forty granites collected from different regions in Portugal, from which the results of eight samples are being presented in this paper. The tests carried out include the petrographic analyses of the aggregates and mortar and concrete expansion tests. It was concluded that the content of microcrystalline quartz correlates better with the results of AAR-4.1 than with the other expansion tests.

Author Biography

Violeta Ramos, Institute of Earth Sciences (ICT)
ICT, Institute of Earth Sciences, University of Porto, Porto, Portugal
Published
2016-01-27
Section
Artigos