A Research on Durability Degradation of Mineral Admixture Concrete

In order to study the degradation laws and mechanisms of admixture concretes with single-added SO(4)(2−) and composite of Mg(2+) and SO(4)(2−), respectively, the durability tests were conducted on three types of mineral admixture concretes (concretes with single-added metakaolin (MK), single-added ultra-fine fly ash (UFA), and composite of metakaolin and ultra-fine fly ash (MF), and one reference concrete. In these tests, the 10% Na(2)SO(4) solution and the 10% MgSO(4) solution were used as the erosion medium, and the drying-wetting circle method was applied. It can be seen from the compressive tests and grey relational analysis that the MK admixture can improve the anti-Na(2)SO(4)-erosion capability of the concrete significantly, but weaken its anti-MgSO(4)-erosion capability; the UFA admixture can improve both the anti-Na(2)SO(4)-erosion and the anti-MgSO(4)-erosion capability of the concrete; and the composite admixture has superimposed effects and can enhance erosion resistance against these two erosion mediums. The phase composition and the changes of the macro morphology and the micro structure during the erosion process caused by mono sulfate ions and complex ions has been observed through X-ray diffraction (XRD), FTIR spectrum (FTIR), and scanning electron microscope (SEM), based on which it was determined that the erosion of single-added SO(4)(2−) ions can produce erosive outputs of ettringite, gypsum, and mirabilite in the concrete, and cause corner scaling or deformation. Mg(2+) and SO(4)(2−) reacted in the concrete and produced brucite, M-S-H, ettringite, and gypsum, etc. The erosion of complex ions can cause scaling of the cement mortar and aggregate from the surface or the desquamation of corners.