Seawater Attack Resistance of Mortars Containing Mineral Admixtures

광물질혼화재 혼합 모르타르의 해수침식 저항성

  • 문한영 (한양대학교 토목공학과) ;
  • 이승태 (한양대학교 대학원 토목공학) ;
  • 최강식 (한양대학교 대학원 토목공학과)
  • Published : 2002.10.01

Abstract

In the present study, immersion test using artificial seawater was performed to evaluate the resistance of mortar specimens with or without ground granulated blast-furnace slag (SG) and fly ash (FA). Another variable was the fineness levels of SG (4,450, 6,000 and 8,000 ㎠/g). From the results of the immersion test for 270 days of exposure, the excellent resistance to seawater attack for SG mortar mixtures, especially in a high fineness levels, was confirmed. However, the reductions in compressive strength of FA mortar specimens was similar to those of OPC mortar specimens irrespective of replacement of FA.. In order to understand the deterioration mechanism due to seawater attack, X-ray diffraction (XRD) analysis were also carried out. Some reactants such as ettringite, gypsum, brucite and Friedel's salt were possibly detected through XRD technique.

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