Resistance of Concrete with Metakaolin Addition to Acid Environment

Article Preview

Abstract:

Durability of concrete is a crucial parameter with respect to lifetime of concrete structures, nevertheless it is very complex issue. There is number of methodologies to predict final durability of concrete and substantial part of them is based on the accelerated tests in severe conditions or environment. Present paper deals with the experimental study of the influence of concrete composition on the resistance to sulfate environment. Metakaolin replacement of Portland cement was incorporated in the studied mixtures which were subjected to various sulfate containing solutions. Final resistance was evaluated by means of loss of mass and compressive strength. Performed experimental program confirmed positive influence of metakaolin replacement up to 30 % by cement weight, however higher doses reduced workability. All studied mixtures with metakaolin addition exhibited improved resistance to acid environment.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

144-149

Citation:

Online since:

January 2016

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2016 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] M. Murat, Hydration reaction and hardening of calcined clays and related minerals. I. Preliminary investigation on metakaolinite, Cement and concrete research 13 (2) (1983) 259-266.

DOI: 10.1016/0008-8846(83)90109-6

Google Scholar

[2] T. Ramlochan, M. Thomas, K. Gruber, The effect of metakaolin on alkali–silica reaction in concrete, Cement and concrete research 30 (3) (2000) 339-344.

DOI: 10.1016/s0008-8846(99)00261-6

Google Scholar

[3] E. Vejmelková, D. Koňáková, M. Čáchová, M. Keppert, R. Černý, Effect of hydrophobization on the properties of lime-metakaolin plasters, Construction and building materials 37 (2012) 556-561.

DOI: 10.1016/j.conbuildmat.2012.07.097

Google Scholar

[4] P. Reiterman, M. Jogl, P. Konvalinka, Scaling resistance of special high performance composites with burnt clay additive, WIT Transactions an Modelling and Simulation 59 (2015) 325-332.

DOI: 10.2495/cmem150291

Google Scholar

[5] Reiterman, P., Keppert, M., Čáchová, M., Holčapek, O., Vogel, F., Kolář, K., Konvalinka, P., Permeability and basic physical properties of concrete with metakaolin addition, Applied Mechanics and Materials 486 (2014) 313-318.

DOI: 10.4028/www.scientific.net/amm.486.313

Google Scholar

[6] Holčapek, O., Reiterman, P., Konvalinka, P., Fracture characteristics of refractory composites containing metakaolin and ceramic fibers, Advances in Mechanical Engineering 7 (3) (2015) 1-13.

DOI: 10.1177/1687814015573619

Google Scholar

[7] CSN EN 12350-2: Testing fresh concrete. Slump-test.

Google Scholar

[8] P. Máca, D. Jandeková, P. Konvalinka, The influence of metakaolin addition on the scaling of concrete due to frost action, Cement Wapno Beton 19 (1) (2014) 1+.

Google Scholar

[9] H. S. Kim, S.H. Lee, H.Y. Moon, Strength properties and durability aspects of high strength concrete using Korean metakaolin, Construction and Building Materials 21 (6) (2007) 1229-1237.

DOI: 10.1016/j.conbuildmat.2006.05.007

Google Scholar

[10] M. Keppert, Čáchová, J. Fořt, D. Koňáková, Z. Pavlík, R. Černý, Damage of porous stones by salt crystallization, WIT Transactions on Modelling and Simulation 59 (2015) 333-341.

DOI: 10.2495/cmem150301

Google Scholar