Resistance on the Magnesium Sulfate Attack of Mortars with Silica Fume

실리카흄 혼합 모르타르의 황산마그네슘 저항성

  • 문한영 (한양대학교 토목공학과) ;
  • 이승태 (한양대학교 대학원 토목공학과) ;
  • 유지훈 (한양대학교 대학원 토목공학과) ;
  • 최강식 (한양대학교 대학원 토목공학과)
  • Published : 2002.05.01

Abstract

The deterioration of concrete due to sulfate ions in various sulfate environments such as groundwater, soil and seawater is one of important factors degrading the durability of concrete structure. The aim of this paper is to evaluate on the magnesium sulfate alttack resistance of mortars with silica fume. In this study, compressive strength loss and length change of prismatic mortars, containing silica fume, immersed in 5% magnesium sulfate solution for 270 days were investigated. Additionally, paste powders with same binder were used to observe reactants of cement matrices through the instrumental analysis such as XRD, SEM and MIP. Results obtained from this study indicate that the greater damaging effects of the magnesium soulution are due to the decomposition of the C-S-H gel to M-C-S-H.

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