Experimental Study on Workability and Strength of Green High Performance Concrete with High Volume Fly Ash

Abstract:

A great deal of experiments have been carried out in this study to reveal the effect of the water-binder ratio and fly ash content on the workability and strengths of GHPC (green high performance concrete). The workability of GHPC was evaluated by slump and slump flow. The strengths include compressive strength and splitting tensile strength. The results indicate that the increase of water-binder ratio can improve the workability of GHPC, however the strengths of GHPC were decreased with the increase of water-binder ratio. When the fly ash content is lower than 40%, the increase in fly ash content has positive effect on workability of GHPC, while the workability begins to decrease after the fly ash content is more than 40%. The addition of fly ash in GHPC has adverse effect on the strengths, and there is a tendency of decrease in the compressive strength and splitting tensile strength of GHPC with the increase of fly ash content.

• Periodical: Advanced Materials Research (Volume 859)
• Pages: 52-55
• DOI: https://doi.org/10.4028/www.scientific.net/AMR.859.52
• Online since: December 2013
• Authors: Yong Qiang Ma
• Keywords: Compressive Strength, Fly Ash (FA), Green High Performance Concrete, Splitting Tensile Strength, Workability

References

[1] P.H. Zhu, H.J. Chen, G.F. Xiong and X.Z. Deng: Concrete Vol. 25 (2003), p.19.

[2] Z.W. Wu and H.Z. Lian: High Performance Concrete (China Railway Press, China 1999).

[3] P. Zhang and Q.F. Li: Eng. Compos. Mater. Vol. 20 (2013), p.57.

[4] V.M. Malhotra: Cem. Concr. Compos. Vol. 12 (1990), p.487.

[5] P. Zhang, Q. Li and H. Zhang: Proc. Inst. Mech. Eng. Part L J. Mat. Des. Appl. Vol. 226 (2012), p.170.

[6] P. Zhang and Q. Li and H. Zhang: J. Reinf. Plast. Compos. Vol. 30 (2011), p.1851.

[7] JTJ E30-2005: Test methods of cement and concrete for highway engineering (China Communications Press, China 2005).