An Experimental Study on the Determining the Bingham Parameters for Fresh Self-Compacting Concrete Mix Using Concrete Shear Box Method

Abstract

In the present study, the determining the Bingham parameters of self-compacting concrete (SCC) by using the shear box method under static condition. The SCC mixes were developed by absolute volume fraction method. The developed SCC mixes were tested for both empirical methods as per EFNARC guidelines and rheological method by using concrete shear box. The results show that the concrete shear box test can be used as an instrument for finding the Bingham parameters of fresh SCC mixes under static condition.