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

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

Advances in Materials Science and Engineering

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Figure 9

Figure 9: Deterioration and Microstructural Evolution of the Fly Ash Geopolymer Concrete against MgSO<sub>4</sub> Solution 

Advances in Materials Science and Engineering

Deterioration and Microstructural Evolution of the Fly Ash Geopolymer Concrete against MgSO4 Solution

Figure 9

Deterioration and Microstructural Evolution of the Fly Ash Geopolymer Concrete against MgSO₄ Solution