Analyse the Mechanical Properties of Metakaolin using as a Partial Replacement of Cement in Concrete

International Journal of Civil Engineering
© 2017 by SSRG - IJCE Journal
Volume 4 Issue 1
Year of Publication : 2017
Authors : M. Narmatha, Dr.T.Felixkala
pdf
How to Cite?

M. Narmatha, Dr.T.Felixkala, "Analyse the Mechanical Properties of Metakaolin using as a Partial Replacement of Cement in Concrete," SSRG International Journal of Civil Engineering, vol. 4,  no. 1, pp. 26-31, 2017. Crossref, https://doi.org/10.14445/23488352/IJCE-V4I1P103

Abstract:

Cement concrete is the most extensively used construction material. Maintenance and repair of concrete structures is a growing problem involving significant expenditure. As a result carried out worldwide, it has been made possible to process the material to satisfy more stringent performance requirements, especially long–term durability. HPC is the latest development in concrete. It has become very popular and is being used in many prestigious projects such as Nuclear power projects, flyovers multi-storeyed buildings. When using HPC, the addition of supplementary materials in cement has dramatically increased along with the development of concrete industry, due to the consideration of cost saving, energy saving, environmental concerns both in terms of damage caused by the extraction of raw materials and carbon dioxide emission during cement manufacture have brought pressures to reduce cement consumption. Metakaolin looks to be a promising supplementary cementitious material for high performance concrete. Properties of concrete with metakaolin is mostly preferred additives in high performance concrete. A possible lower cost, due to large availability in our country itself may be advantages to metakaolin usage in HPC. The substitution proportion of metakaolin is to be used was 5%, 10%, 15% , 20% by the weight of cement. To make this cubes and cylinders to determine the strength and durability of concrete of it. The results indicate that the replacing mix upto till last percent has to noted and effect on strength in comparing with mixer without metakaolin.

Keywords:

Metakaolin, Concrete mix, Compressive strength, Split Tensile strength, Flexural strength.

References:

[1] Sabir B.B, Wild S, Bai J, “Metakaolin and calcined clay as pozzolans for concrete :a review” Cement and concrete composite 23 ,(2001),pp.441-454.
[2] Jian-Tong Ding and Zongjin Li “Effects of Metakaolin and Silica Fume on Properties of Concrete” ACI Materials Journal/July-August 2002,pp.393-398.
[3] Badogiannis E, Papadakis V.G., Chaniotakis E, Tsivilis S, “Exploitation of poor Greek kaolins: Strength development of metakaolin concrete and evaluation by means of k-value” Cement and Concrete Research 34 (2004),pp.1035–1041.
[4] Justice J.M, Kennison L.H, Mohr B.J., Beckwith S.L, McCormick L.E, Wiggins B., Zhang Z.Z, and Kurtis K.E, “Comparison of Two Metakaolins and a Silica Fume Used as Supplementary Cementitious Materials” SP- 228(Volume1&2) Seventh International Symposium on Utilization of High- Strength/HighPerformance Concrete, June(2005),SP228.
[5] Naik T.R.Singh, S.S and hossian,M.M (1995),”Properties of high performance concrete systems in corporating large amounts of high lime fly ash; Construction And Building Materials. Vol.9.No 4.Pp.195-204.
[6] M.B.Kumthekar, G.S.Vyas, N.T.Suryawanshi and M.B.More,” Techno-Economical Benefit of Metakaolin Over Microsilica in Developing High Performance Concrete”, CE&CR July 2007,pp. 42-50.
[7] Dinakar P,” High reactivity metakaolin for high strength and high performance concrete”, The Indian Concrete Journal, April 2011, pp.28-32.