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

<div>Compression strength evolution of FAGC in the standard curing condition and MgSO<sub>4</sub> attack, respectively.</div>

Advances in Materials Science and Engineering

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