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

<div>DTG results of OPCC and FAGC in the 60-day standard curing condition and 32-cycle MgSO4 attack environment.</div>

Advances in Materials Science and Engineering

Figure 12: Deterioration and Microstructural Evolution of the Fly Ash Geopolymer Concrete against MgSO<sub>4</sub> Solution 