Efficiency of granulated blast furnace slag replacement of cement according to the equivalent binder concept

Abstract The strength development of slag cement has a great consideration for the scheduling of formwork removal, prestressing operations, and other practical aspects of slag cement usage. The prediction of slag concrete strength, using the Feret’s model has been studied by introducing the concept of the equivalent binder. This has led to define an efficiency coefficient of slag which distinguishes the latter with the regard to the cement. Thus, this obtained coefficient characterizes well the slag and lets to predict the slag concrete strength from strength values of a normal concrete made without slag for a given age and replacement rate. At 90 days age, the test results show that for 15% replacement rate, the slag is activated completely and gives 67% of efficiency more than the cement. For higher replacement rate, the efficiency of the slag decreases and becomes similar to that of cement for 50% replacement rate.

[1]  K. Ganesh Babu,et al.  Efficiency of fly ash in concrete with age , 1996 .

[2]  K. Ezziane,et al.  Determination of the efficiency coefficient of slag under various mixing and curing conditions , 2006 .

[3]  P. Lawrence,et al.  Prise en compte des additions minérales dans le calcul des résistances de mortiers , 2000 .

[4]  M. Cyr,et al.  Variation des facteurs d'efficacité caractérisant les additions minérales , 2000 .

[5]  S. Kenai,et al.  Silica Fume Effect on Hydration Heat and Compressive Strength of High-Performance Concrete , 2009 .

[6]  E. Kadri,et al.  Compressive strength of mortar containing natural pozzolan under various curing temperature , 2007 .

[7]  J Baron,et al.  LES BETONS - BASES ET DONNEES POUR LEUR FORMULATION , 1996 .

[8]  J. Escalante,et al.  Reactivity of blast-furnace slag in Portland cement blends hydrated under different conditions , 2001 .

[9]  Sanjay Kumar,et al.  Mechanical activation of granulated blast furnace slag and its effect on the properties and structure of portland slag cement , 2008 .

[10]  Roger Duval,et al.  Influence of Silica Fume on the Workability and the Compressive Strength of High-Performance Concretes , 1998 .

[11]  S. Antiohos,et al.  Evaluation of blends of high and low calcium fly ashes for use as supplementary cementing materials , 2005 .

[12]  V. Papadakis,et al.  Supplementary cementing materials in concrete: Part I: efficiency and design , 2002 .

[13]  Bekir Yılmaz Pekmezci,et al.  Optimum usage of a natural pozzolan for the maximum compressive strength of concrete , 2004 .

[14]  Bougara Abdelkader,et al.  Prédiction des résistances du ciment au laitier durcissant sous une temperature variable , 2001 .

[15]  K. Babu,et al.  Efficiency of fly ash in concrete , 1993 .