Mix proportioning of concrete containing paper mill residuals using response surface methodology

The use of paper-mill residuals in concrete formulations provides an alternative to landfill disposal. A response surface statistical methodology was carried out to model the influence on the slump and compressive strength of concrete containing paper-mill residuals with and without Class F fly ash replacement. The variables considered in this study included the water/cement ratio (w/c), paper-mill residual content and fly ash content to total cementitious material (FA/CM). The performance of the derived models to achieve good balance between the workability and compressive strength were further discussed by using the contour diagrams. The results showed that the compressive strength of concrete containing paper-mill residuals could be predicted from the referred slump value.

► Adding of paper-mill residual is decreasing the compressive strength of concrete.
► Statistical models were developed to modeling the slump and compressive strength.
► Contour diagrams were developed to predict compressive strength from slump value.