Fig. 19From: Effect of the Cement-to-Water Ratio and Fractal Granular Model on the Prediction of Concretes Compressive StrengthExponential adjustment of the experimental results using the models \({\mathrm{FGM}}_{\mathrm{g}}\) and \({\mathrm{FGM}}_{\mathrm{C}}\). a Results relating to \({\mathrm{D}}_{15}\) concrete, b results relating to \({\mathrm{D}}_{25}\) concrete.Back to article page