A New Artificial Neural Network Model for the Prediction of the Effect of Molar Ratios on Compressive Strength of Fly Ash-Slag Geopolymer Mortar

<div>Ternary plot of the molar composition with respect to the compressive strength (values: 1 = 0–10 MPa; 2 = 10–20 MPa; 3 = 20–30 MPa; 4 = 30–40 MPa; 5 = 40–50 MPa).</div>

Advances in Civil Engineering

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Figure 5

Figure 5: A New Artificial Neural Network Model for the Prediction of the Effect of Molar Ratios on Compressive Strength of Fly Ash-Slag Geopolymer Mortar 

Figure 5 | A New Artificial Neural Network Model for the Prediction of the Effect of Molar Ratios on Compressive Strength of Fly Ash-Slag Geopolymer Mortar 