Deterioration and Microstructural Evolution of the Fly Ash Geopolymer Concrete against MgSO<sub>4</sub> Solution

<div>FTIR of FAGC in the 60-day standard curing condition, heating condition, and 32-cycle MgSO<sub>4</sub> attack environment, respectively.</div>

Advances in Materials Science and Engineering

Figure 10: Deterioration and Microstructural Evolution of the Fly Ash Geopolymer Concrete against MgSO<sub>4</sub> Solution 