Use of Metakaolin as Pozzolanic Material and Partial Replacement with Cement in Concrete (M30)

Authors

  • A. Kaur Assistant Professor, Civil Engg. Dept., CTIT Jalandhar, India
  • V. P. S. Sran Self Employed, Civil Engg. CTIT Jalandhar, India

DOI:

https://doi.org/10.51983/arme-2016.5.1.2411

Keywords:

Metakaolin, M30 grade concrete, compressive strength and split tensile strength analysis

Abstract

To achieve sustainability in construction world number of substitutions materials are used. Metakaolin is widely used green pozzolanas. Metakaolin is calcinied clay (koalite). It is obtained from raw material i.e. Kaolin Clay (very fine, white). There is very little emission of carbon dioxide whiles the production of Metakaolin as compared to cement hence it is called as green pozzolanas. The chemical properties of cement were compared with Metakaolin, so that we can replace cement with Metakaolin. In this study partial replacement of cement with Metakaolin at 0%, 3%, 6%, 9% and 12% was done. Mix design was prepared with grade M30 concrete. The compressive strength and split tensile strength of concrete was achieved at 12% addition of Metakaolin. Earlier research also indicate that effect of blended Metakaolin on the properties of cement such as consistency, setting time, soundness remains within the acceptable ranges at different standards. It also solve ecological and environmental problems because cheaper production of Metakaolin and more durable. Therefore this paper provides a scope for more research which is required for green and durable concrete.

References

Sabir, B.B., Wild, S. and Bai, J. (2014) “Metakaolin and calcined clays as pozzolanas for concrete :A review, Cement & concrete composites” Elsevier CCC-23(2001) pp 441-454.

Kannan, V. and Ganesan, K. (2014) “Chloride and chemical resistance of self-compacting concrete containing rice husk ash and Metakaolin” ELASIVER Construction and Building Materials 51, pp 225–234.

Patil, B.B. and Kumbhar, P.D. (2012) “Strength and Durability Properties of High Performance Concrete incorporating High Reactivity Metakaolin” IJMER Vol.2, Issue.3, ISSN: 2249-6645. pp 1099-1104.

Sai, A.V.S. and Rao, K.B. (2014) “A Study on Strength of Concrete with Partial Replacement of Cement with Quarry Dust and Metakaolin” ISSN: 2319-8753, Vol. 3, pp 10467-10473.

Varma, D. and Rao, G.V.R. (2014) “Influence of Metakaolin in High Strength Concrete of M70 Grade for Various Temperatures and Acidic Medium” IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE) e-ISSN: 2278-1684,p-ISSN: 2320-334X, Volume 11, Issue 3 Ver. VII, pp 32-37.

Badogiannis, E., Kakali, G., Dimopoulou, G., Chaniotakis, E. and Tsivilis, S. (2005) “Metakaolin as a main cement constituent. Exploitation of poor Greek kaolin’s” Elsevier Cement & Concrete Composites, pp 197–203.

Nova John (2013) “Strength Properties of Metakaolin Admixed Concrete” IJSRP, Volume 3, Issue 6, ISSN 2250-3153.

Arunakanthi, E., Rao, H.S. and Ramanareddy, I.V. (2013) “Effects of Magnesium Sulphate in Mixing and Curing Water on Strength of High-Performance Metakaolin Concrete” Volume: 2 | Issue : 12 | Dec 2013 • ISSN No 2277 – 8160.

Srivastava, V., Kumar, R., Agarwal, V.C. and Mehta, P.K. (2012) “Effect of Silica Fume and Metakaolin combination on concrete” IJCSE Volume 2, No 3.

Hela, R. and Marsalova, J. (2009) “Study of Meta Kaolin Influence on Rheological Properties of Cement Mortars” ATTNRS, VOL. 17.

Beulah, M., Prahallada, M.C. (2012) “Effect Of Replacement Of Cement By Metakaolin On The Properties of High Performance Concrete Subjected To Hydrochloric Acid Attack” (IJERA) ISSN: 2248-9622 www.ijera.com Vol. 2, Issue 6, pp.033-038.

IS 10262:2009, Recommended Guidelines for Concrete Mix Design

IS 456:2000, Plain and Reinforced Concrete- code of practice.

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Published

05-05-2016

How to Cite

Kaur, A., & Sran, V. P. S. (2016). Use of Metakaolin as Pozzolanic Material and Partial Replacement with Cement in Concrete (M30). Asian Review of Mechanical Engineering, 5(1), 9–13. https://doi.org/10.51983/arme-2016.5.1.2411