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Durability Aspects of High Performance Concrete Containing Supplementary Cementing Materials

M. Vijaya Sekhar Reddy 1, I. V. Ramana Reddy 2, K. Madan Mohan Reddy 1, M. C. Nataraja 3, and N. Krishna Murthy 4
1. Department of Civil Engineering , Srikalahasteeswara Institute of Technology, Srikalahasti, Andhra Pradesh, India.
2. Department of Civil Engineering, Sri Venkateswara University College of Engineering, Tirupati, Andhra Pradesh, India.
3. Department of Civil Engineering, SJCE, Mysore, Karnataka.
4. Engineering Department, YVU, Kadapa, AP.

Abstract—High Performance Concrete (HPC) has become an object of intensive research due to its growing use in the construction practice. In the last decade the use of Supplementary Cementing Materials (SCM) has become an integral part of high strength and high performance concrete mix design. The addition of SCM to concrete reduces the heat of hydration and extends the service life in structures by improving both long-term durability and strength. Some of the commonly used SCM are Flyash, Silica fume, Blast furnace slag and Metakaoline. This paper presents results of the durability characteristic properties of M 80 and M 90 grade of high performance concrete with and without supplementary cementing materials. The durability was evaluated using Acid attack test, Alkaline attack test and Sulphate attack test.

Index Terms—High Performance Concrete (HPC), Durability, Acid attack test, Alkaline attack test, Sulphate Attack test.

Cite: M. Vijaya Sekhar Reddy, I. V. Ramana Reddy, K. Madan Mohan Reddy, M. C. Nataraja, and N. Krishna Murthy, "Durability Aspects of High Performance Concrete Containing Supplementary Cementing Materials," International Journal of Structural and Civil Engineering Research, Vol. 1, No. 1, pp. 51-59, November 2012.