Prediction of Compressive Strength Behavior of Ground Bottom Ash Concrete by an Artificial Neural Network

Figure 1

The 3D plots of experimental results with the factor parameters of WB = 0.43, PR = 0, PS = 6.3, and AC = 3. (a) PR = 0 and PS = 6.3. (b) PS = 6.3 and AC = 3. (c) PR = 0 and AC = 3. (d) WB = 0.43 and PS = 6.3. (e) WB = 0.43 and AC = 3. (f) WB = 0.43 and PR = 0.

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