Technology

Analysis on the sulfate resistance of cement-based supplies incorporating dolomite powder: Fullerenes, Nanotubes and Carbon Nanostructures: Vol 0, No 0


Summary

The results of dolomite powder on the sulfate resistance of cement-based supplies with water-binder ratio (w/b) of 0.55 and 0.36 have been investigated on this manuscript. Scanning electron microscopy (SEM), mercury intrusion porosimetry (MIP) and stress testing machine have been used to find out the obvious morphology, micro-morphology, mass enhance fee, flexural power and compressive power of cement-based supplies containing dolomite powder. The sulfate resistance of mortars was improved with rising dolomite powder dosage. Typically, the flexural power and compressive power of mortars in Na2SO4 resolution have been larger than these in water. Inside 150 days of immersion, the corrosion resistance coefficient and compressive corrosion resistance coefficient of mortars elevated with rising dolomite powder dosage. The pore construction of cement-based supplies turned extra compact with the addition of dolomite powder. Accordingly, the sulfate resistance was improved by controlling the dynamics stage resulting from the truth that the pore construction of cement-based supplies was refined with the addition of dolomite powder. The 150-day compressive corrosion resistance coefficients of mortars with a w/b of 0.55 within the case of dolomite powder at 0 and 30 wt% alternative ranges have been lower than 1, suggesting that long-term immersion in sulfate resolution elevated the deterioration fee of cement-based supplies.

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