Performance characteristics of concrete based on a ternary calcium sulfoaluminate–anhydrite–fly ash cement

Abstract This paper reports an assessment of the performance of concrete based on a calcium sulfoaluminate–anhydrite–fly ash cement combination. Concretes were prepared at three different w/c ratios and the properties were compared to those of Portland cement and blast-furnace cement concretes. The assessment involved determination of mechanical and durability properties. The results suggest that an advantageous synergistic effect between and ettringite and fly ash (Ioannou et al., 2014) was reflected in the concrete’s low water absorption rates, high sulfate resistance, and low chloride diffusion coefficients. However, carbonation depths, considering the dense ettringite-rich microstructure developed, were higher than those observed in Portland cement concretes at a given w/c ratio. It was concluded that the amount of alkali hydroxides present in the pore solution is as important factor as the w/c ratio when performance of this type of concrete is addressed.

[1]  J. Pera,et al.  New applications of calcium sulfoaluminate cement , 2004 .

[2]  Liangbo Zhang Microstructure and performance of calcium sulfoaluminate cements , 2000 .

[3]  P. K. Mehta,et al.  Concrete: Microstructure, Properties, and Materials , 2005 .

[4]  Kevin Paine,et al.  Properties of a ternary calcium sulfoaluminate-calcium sulfate-fly ash cement , 2014 .

[5]  Martyn Jones,et al.  The Production of Low Energy Cements , 2019, Lea's Chemistry of Cement and Concrete.

[6]  B. Johannesson,et al.  Microstructural changes caused by carbonation of cement mortar , 2001 .

[7]  Y. Elakneswaran,et al.  Influence of surface charge on ingress of chloride ion in hardened pastes , 2009 .

[8]  J. Ideker,et al.  Advances in alternative cementitious binders , 2011 .

[9]  Hjh Jos Brouwers,et al.  Chloride binding related to hydration products , 2012 .

[10]  R. Hooton,et al.  Pessimum effect of externally applied chlorides on expansion due to delayed ettringite formation: Proposed mechanism , 2006 .

[11]  Linhua Jiang,et al.  A model for predicting carbonation of high-volume fly ash concrete , 2000 .

[12]  Ch. Ftikos,et al.  A quantitative study of the influence of non-expansive sulfoaluminate cement on the corrosion of steel reinforcement , 2000 .

[13]  I. Janotka,et al.  An experimental study on the upgrade of sulfoaluminate—belite cement systems by blending with Portland cement , 1999 .

[14]  Kazuo Yamada,et al.  Chloride Binding of Cement Estimated by Binding Isotherms of Hydrates , 2005 .

[15]  John Dachtar Calcium sulfoaluminate cement as binder for structural concrete , 2004 .

[16]  Peter A. Claisse,et al.  Permeability and pore volume of carbonated concrete , 1999 .

[17]  R E Franklin,et al.  Design of normal concrete mixes , 1975 .

[18]  B. S. Choo,et al.  Advanced concrete technology , 2003 .